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Home My WebLink AboutJuly 3, 2018 1 inch = 188 feet Stagecoach Business Center Location ® May 31, 2018 1 OF 10 SHEET 5/3/2018 DATE: GOPHER STATE ONE-CALL LIC. NO. DEVELOPER John Mesenbrink7765 East 175th Street Mesenbrink Construction & Engineering, Inc.Prior Lake, MN 55372(952) 447-5058 _________________________________________________________________________________________________________________________________________________ REVISION TITLE _______________ DATE TITLE SHEET SITE & EROSION CONTROL PLANSWPPPGRADING PLANSTANDARD DETAILS EXISTING CONDITIONSUTILITY & DRAINAGE PLANLANDSCAPE PLAN INDEX CITY APPROVAL ________________________________________ 4 123567_____ 8-10 SHEET THIS PLAN SET CONTAINS 10 SHEETS ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF SHAKOPEE GENERAL CITY ENGINEERSPECIFICATIONS & STANDARD DETAIL PLATES. APPROVED FOR ONE YEAR FROM THIS DATE__________ SPUC APPROVAL PROJECT LOCATION THE STATE OF MINNESOTA. RESOURCE LIST ENGINEERTimothy R. Arvidson, P.E.PUBLIC UTILITIES I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY Stonebrooke Engineering, Inc.Burnsville, Minnesota 55337(952) 540-4841Shakopee Public Utilites255 Sarazin St.Shakopee, MN 55379(952) 445-1988THE SUBSURFACE UTILITY INFORMATION SHOWN ON THIS PLAN IS UTILITYTHE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO COMMENCINGCONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF 12279 Nicollet AvenueQUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THEGUIDELINES OF "CI/ASCE 38-02 STANDARD GUIDELINES FOR THE COLLECTIONAND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA".AT (800) 252-1166 OR (651) 454-0002. EXISTING UTILITY NOTE: ______________________ INFORMATION RECORD DRAWING NOT FOR CONSTRUCTION DESCRIPTION _________________________________________________________________________________________________________________________________________________ _______________ CHK BY _______________ DATE ________________________________________ 50' NORTH OF CHICAGO & NW RR TRACKS ELEV.=743.54 530' NORTH OF CHICAGO & NW RR TRACKS ELEV.=732.27 BENCH MARKS:2) T.N.H. ON WEST SIDE OF STAGECOACH RD 1) T.N.H. ON WEST SIDE OF STAGECOACH RD _____ REV. NO. SHAKOPEE, MINNESOTA STANDARD CONTRACT DOCUMENTS AND TECHNICAL SPECIFICATIONS FOR UNIVERSAL BUSINESS CENTER THE CITY OF SHAKOPEE SHAKOPEE STANDARD SPECIFICATIONS TAKE PRECEDENCE!! ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF SHAKOPEE'S GENERAL SPECIFICATIONS ANDTHE GOVERNING STANDARDS FOR THIS PROJECT SHALL BE:THESE PLANS, AND ANY SPECIAL PROVISIONS. STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION.UTILITY AND STREET CONSTRUCTION, THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION(Mn/DOT) "STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION" AND ANY AMENDMENTS, THE 1999 EDITIONOF THE "STANDARD UTILITIES SPECIFICATION FOR WATERMAIN AND SERVICE LINE INSTALLATION AND SANITARYSEWER AND STORM SEWER INSTALLATION" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA, RANGE 22 SECTION 12 TOWNSHIP 115 (NOT TO SCALE) COUNTY LINECITY LIMITSSECTION LINEPRESENT RIGHT OF WAY LINEPROPERTY/LOTLINEPERPETUAL EASEMENTZONING SETBACK LINEACCESS CONTROL LINERAILROAD RIGHT OF WAY LINERAILROADWATER EDGEWETLAND BOUNDARYWETLAND/MARSHCURB & GUTTERCONCRETE EDGEBITUMINOUS EDGEGRAVEL EDGEFENCECULVERTDECIDUOUS TREECONIFER TREEHEDGETREE LINETRAFFIC SIGNMANHOLECATCH BASINSANITARY SEWERSANITARY FORCEMAINSTORM SEWERTILE LINEWATERMAINHYDRANTVALVECURB STOPGASPOWER POLELIGHT POLEPAD MOUNTED TRANSFORMERUNDERGROUND ELECTRICOVERHEAD ELECTRICUTILITY PEDESTAL/CABINETUNDERGROUND TELEPHONEUNDERGROUND TV CABLEBENCHMARKSOIL BORINGALIGNMENT/CENTERLINERIGHT OF WAY LINETEMPORARY EASEMENTCONSTRUCTION LIMITSCURB & GUTTERBITUMINOUS EDGECONCRETE EDGEGRAVEL EDGESILT FENCE-MACHINE SLICEDEROSION PROTECTION AT INLETMANHOLECATCH BASINSANITARY SEWERSTORM SEWERPERFORATED PIPE DRAINCULVERT W/APRONHYDRANTVALVECURBSTOPWATERMAINRETAINING WALLGUARDRAILCHAINLINK FENCE >>> >>>> >> EXISTINGPROPOSED \\\\\\\\\\\\\\\\ _ 2 10 EXISTING CONDITIONS UNIVERSAL BUSINESS CENTER TRH TRA 60 FEET 30 SCALE 0 \\\\\\\\\\\\\\\\ _ 3 10 SITE & EROSION CONTROL PLAN UNIVERSAL BUSINESS CENTER TRHTRH TRA 60 FEET 30 SCALE 0 \\\\\\\\\\\\\\\\ _ 4 10 BASINBASIN REUSEREUSE INFILTRATIONINFILTRATION TREATMENT TYPE SITE 401 512 7,8403,703 SWPPP REQUIRED)UNIVERSAL BUSINESS CENTER TREATMENT 12,456 (12,190 VOLUME (CU.FT.) TREATMENT SYSTEM TOTAL IMPERVIOUS AREA BEFORE CONSTRUCTION: 0.00 ACRESTOTAL IMPERVIOUS AREA AFTER CONSTRUCTION: 2.417 ACRESTOTAL INCREASE IN IMPERVIOUS AREA: 2.417 ACRES DISTURBED AREA: 3.223 ACRES TANK NAMEBASINBASIN TOTAL SOUTH NORTH VOLUME TREATMENT INFILTRATIONINFILTRATION INDOOR TANK IMPERVIOUS SURFACE CHANGE: UNDERGROUND (952) 946-8041 (651) 757-2883(952) 540-4855(651) 290-5286 PHONE NUMBER TIM ARVIDSON JON SHELKOPH CONTACT NAMEPAUL ERDMANN TRHTRH TRA NANANA NPDES PERMIT AGENCY CONTACTS MPCA 24 HOUR EMERGENCY NOTIFICATION: 651-649-5451 OR 800-422-0798 AGENCY ENGINEER POLLUTION DESIGNER - MINNESOTAENGINEERS ENGINEERING STONEBROOKE SCOTT COUNTY ARMY CORPS OF CONTROL AGENCY 33655 3 & 7 SHEETS AMENDMENTS SHALL BE MADE IF THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS.THE SWPPP IS NOT ACHIEVING THE GENERAL OBJECTIVES OF MINIMIZING POLLUTANTS IN STORMWATER DISCHARGES ASSOCIATED WITHCONSTRUCTION ACTIVITY.SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION ANDSPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSALOF HAZARDOUS WASTE OR HAZARDOUS MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT ASAPPLICABLE.THE DISCHARGE OF POLLUTANTS OR PROTECTED BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER.CLEAN UP MEASURES WHERE POSSIBLE.VEHICLE AND EQUIPMENT WASHING: IF THE EXTERIOR OF VEHICLES OR EQUIPMENT IS WASHED ON THE PROJECT SITE, WASHING MUST BECONCRETE AND OTHER WASHOUTS WASTE: EFFECTIVE CONTAINMENT MUST BE PROVIDED FOR ALL LIQUID AND SOLID WASTES GENERATED BYWASHOUT OPERATIONS (CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS) RELATED TOTHE CONSTRUCTION ACTIVITY. THE LIQUID AND SOLID WASHOUT WASTES MUST NOT CONTACT THE GROUND, AND THE CONTAINMENT MUST BETO UTILIZE THE PROPER FACILITIES FOR DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES.(SUCH AS SOME COMPOST LOGS) MAY BE LEFT IN PLACE.THE FINAL SWPPP.ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED INCLUDING ALL RIGHT-OF-WAY, CONTRACTS, COVENANTSAND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE. INSPECTIONS BY THE OWNER, OPERATOR, USEPA OR MPCA OFFICIALS DETERMINE THAT THE SWPPP IS NOT MINIMIZING THE DISCHARGE OFPOLLUTANTS TO SURFACE OR UNDERGROUND WATERS.DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY IN COMPLIANCE WITH MINN. R. CH. 7035.HAZARDOUS MATERIALS, TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASEDPRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) MUST BE PROPERLY STORED IN SEALED CONTAINERS TO PREVENTPESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS, AND LANDSCAPE MATERIALS MUST BE UNDER COVER TO PREVENTPORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED OVER. SANITARY WASTE MUST BEDISPOSED OF PROPERLY IN ACCORDANCE WITH MINN. R. CH. 7041.FUELING AND MAINTENANCE OF EQUIPMENT OR VEHICLES; SPILL PREVENTION AND RESPONSE: THE REASONABLE STEPS SHALL BE TAKEN TOPREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED ORUNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. FUELING MUST BE CONDUCTED IN A CONTAINED AREA UNLESSINFEASIBLE. ADEQUATE SUPPLIES MUST BE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSALMETHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. ALL CLEAN UP SPILL MUST BE REPORTED IMMEDIATELY AS REQUIRED BY MINN. 115.061, USING DRY LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF FROM THE WASHING AREA MUST BE CONTAINED IN A SEDIMENT BASIN OR OTHER SIMILARLYEFFECTIVE CONTROLS AND WASTE FROM THE WASHING ACTIVITY MUST BE PROPERLY DISPOSED OF. SOAPS, DETERGENTS, OR SOLVENTS MUST BEPROPERLY USED AND STORED. NO ENGINE DEGREASING IS ALLOWED ON SITE.DESIGNED SO THAT IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OFPROPERLY AND IN COMPLIANCE WITH MPCA RULES. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY THAT REQUIRES SITE PERSONNELIS NOT COMPLETE UNTIL ALL PERMANENT STORMWATER MANAGEMENT SYSTEMS ARE CONSTRUCTED, AND ALL SOIL DISTURBING ACTIVITIES AT THE SITEHAVE BEEN COMPLETED AND ALL SOILS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OF ITS EXPECTEDFINAL GROWTH DENSITY OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER EQUIVALENT MEANS NECESSARY TO PREVENT SOIL FAILURE UNDEREROSIVE CONDITIONS. PERMANENT TURF ESTABLISHMENT SHALL CONSIST OF SOD OR SEED AND ANY FERTILIZER, MULCH AND DISK ANCHORING ANDMAINTENANCE AS REQUIRED PER CITY OF SHAKOPEE GENERAL SPECIFICATIONS.IS NOT COMPLETE UNTIL ALL TEMPORARY SYNTHETIC AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BMPS (SUCH AS SILT FENCE)HAVE BEEN REMOVED ON THE PORTIONS OF THE SITE FOR WHICH THE PERMITTEE(S) IS/ARE RESPONSIBLE. BMPS DESIGNED TO DECOMPOSE ON SITERECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION. PROJECT PLAN TURF REQUIREMENTS IN 2.3.2.3.4.5.6.7.2.2.3.4. 1.1.1.1. SITE MAPEROSION LOCATION OF SWPPP CONTROL ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY,OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS UNLESS ANOTHER TIME FRAME IS SPECIFIED THAT IS NOT LESS RESTRICTIVE THAN PERMIT REQUIREMENTS.SITE DRAINING ACTIVITIES OF TURBID OR SEDIMENT LADEN WATER WILL BE DISCHARGED TO TEMPORARY SEDIMENT BASINS WHENEVER POSSIBLE. IN THE EVENTTHAT IT IS NOT POSSIBLE TO DISCHARGE THE SEDIMENT LADEN WATER TO A TEMPORARY SEDIMENT BASIN, THE WATER MUST BE TREATED SO THAT IT DOES NOTCAUSE A NUISANCE CONDITION IN THE RECEIVING WATERS OR TO DOWNSTREAM LANDOWNERS. IF THE CONTRACTOR MUST DISCHARGE WATER THAT CONTAINS OILOR GREASE, THE CONTRACTOR MUST USE AN OIL-WATER SEPARATOR OR SUITABLE FILTRATION DEVICE PRIOR TO DISCHARGING THE WATER.THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR.SWPPP AMENDMENTS:THE PERMITTEE MUST AMEND THE SWPPP AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS TO CORRECT PROBLEMS IDENTIFIED.CONSERVATION ACT) THAT ARE ISSUED SPECIFICALLY FOR THE PROJECT AND PROJECT SITE, THE PERMIT MAY BE USED OR OTHER DETERMINATION ISSUEDTHE SWPPP INCLUDING, ALL CHANGES TO IT AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THETHE CONTRACTOR WHO HAS/HAVE OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN ANON-SITE VEHICLE DURING NORMAL WORKING HOURS.ALL OWNERS MUST KEEP THE FOLLOWING RECORDS ON FILE FOR 3 YEARS AFTER SUBMITTAL OF THE NOT.THIS PROJECT IS LOCATED IN THE KARST AREA OF MINNESOTA. NO KNOWN SINK HOLES EXIST IN OR NEAR THE PROJECT. IF POTENTIAL SINK HOLESARE ENCOUNTERED DURING CONSTRUCTION, CONTACT THE DISTRICT SOILS ENGINEER FOR RECOMMENDATIONS. IF ANY TEMPORARY OR PERMANENT PONDSARE CONSTRUCTED THEY MUST BE LINED WITH AN IMPERMIAL FABRIC.THE PROPOSED CONSTRUCTION WILL NOT EFFECT THE DRINKING WATER SUPPLY MANAGEMENT AREA. MAINTENANCE PERFORMANCE:DEWATERING AND BASIN DRAINING:POLLUTION PREVENTION MANAGEMENT:FINAL STABILIZATION:DISCHARGE TO WETLANDS:IF THE POTENTIAL ADVERSE IMPACTS TO A WETLAND ON A SPECIFIC PROJECT SITE HAVE BEEN ADDRESSED BY PERMITS OR OTHER APPROVALSFROM AN OFFICIAL STATEWIDE PROGRAM (U.S. ARMY CORPS OF ENGINEERS 404 PROGRAM, MINNESOTA DNR, OR THE STATE OF MINNESOTA WETLANDBY THESE AGENCIES TO SHOW THAT THE POTENTIAL ADVERSE IMPACTS HAVE BEEN ADDRESSED.RECORD RETENTION:KARST AREA PROTECTION: DESCRIPTION AND EROSION POND DETAILS GRADING PLAN DRAINAGE PLAN ESTABLISHMENT CONTROL DETAILS STORM WATER POLLUTION PREVENTION PLAN (SWPPP) 60 FEET 30 SCALE 0 TEMPORARY OR PERMANENT DITCHES OR SWALES THAT ARE BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLYTHE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE THAT DRAINS WATER FROM ANY PORTION OF THEAPPROPRIATE BMPS SUCH AS CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, INSPECTION AND MAINTENANCE, ANDTHE PERMITTEE(S) MUST STABILIZE ALL EXPOSED SOIL AREAS (INCLUDING STOCKPILES). STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMITACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. FOR PUBLIC WATERS THAT THE MINNESOTA DEPARTMENT OFAREAS THAT ARE WITHIN 200 FEET OF THE WATER'S EDGE, AND DRAIN TO THESE WATERS MUST COMPLETE THE STABILIZATION ACTIVITIES WITHIN 24AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) AND THE CONSTRUCTED BASE COMPONENTS OF ROADS, PARKINGTHE PERIMETER SEDIMENT CONTROL PRACTICE MUST BE IN PLACE BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN. THESE PRACTICESTEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN ANY NATURAL BUFFERS ORALL STORM DRAIN INLETS MUST BE PROTECTED WITH INLET PROTECTION. INLET PROTECTION MAY BE REMOVED FOR A PARTICULAR INLET IF A SPECIFICTURBIDITY, PH AND FLOW RATE INTO THE TREATMENT SYSTEM. CHEMICALS SHALL BE USED WITH ACCEPTED ENGINEERING PRACTICES AND DOSING SPECIFICATIONS PROVIDED BY THE MANUFACTURER. NAMES OF PERSONNEL ASSOCIATED WITH THIS PROJECT WHICH HAVE BEEN ADEQUATELY TRAINED IN ACCORDANCE WITH THE NPDES PERMIT REQUIREMENTS.DATES OF TRAINING AND NAME OF INSTRUCTOR(S) AND ENTITY PROVIDING TRAINING.CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING NUMBER OF HOURS OF TRAINING.STABILIZATION OF ALL EXPOSED SOIL (INCLUDING STOCKPILES) AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETEDLATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED.PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER.SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS AND BE LOCATED UPGRADIENT OF ANY BUFFER ZONES. THEPERIMETER SEDIMENT CONTROL PRACTICE MUST BE IN PLACE BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN INPLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED.DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED DURING THE TEMPORARY PERIOD OF ITS USE AS A SEDIMENTCONTAINMENT THESE AREAS MUST BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM.CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE SITE, WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE INTO ANYSURFACE WATER MUST BE. STABILIZED. STABILIZATION OF THE LAST 200 LINEAL FEET MUST BE COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO A SURFACEWATER OR PROPERTY EDGE.EXPECTED AMOUNT, FREQUENCY, INTENSITY, AND DURATION OF PRECIPITATION.NATURE OF STORMWATER RUNOFF AND RUN-ON AT THE SITE, INCLUDING FACTORS SUCH AS EXPECTED FLOW FROM IMPERVIOUS SURFACES, SLOPES, AND SITE DRAINAGE FEATURES.IF ANY STORMWATER FLOW WILL BE CHANNELIZED AT THE SITE BMPs MUST CONTROL BOTH PEAK FLOWRATES AND COATTAIL STORMWATER VOLUME TOMINIMIZE EROSION AT OUTLETS AND TO MINIMIZE DOWNSTREAM CHANNEL AND STREAMBANK EROSION.RANGE OF SOIL PARTICLE SIZES EXPECTED TO BE PRESENT ON THE SITE.OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION AS NECESSARY TO PROTECT WATERS OF THE STATE MUST BE PLANNED AND IMPLEMENTED.SOIL EROSION WHENEVER ANY CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOTRESUME FOR A PERIOD EXCEEDING 7 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 7 CALENDAR DAYS AFTER THE CONSTRUCTIONHOURS DURING THE RESTRICTION PERIOD. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEANLOTS AND SIMILAR SURFACES ARE EXEMPT FROM THIS REQUIREMENT.PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO SURFACE WATER.SEDIMENT CONTROL PRACTICES MUST BE EMPLOYED AS NECESSARY TO MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB ANDGUTTER SYSTEMS AND STORM SEWER INLETS.SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS AND BE LOCATED UPGRADIENT OF ANY BUFFER ZONES.SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED.IF THE DOWN GRADIENT SEDIMENT CONTROLS ARE OVERLOADED (BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENT), THECONTRACTOR MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES TO ELIMINATE THE OVERLOADING.SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES UNLESS THERE IS ABYPASS IN PLACE FOR THE STORMWATER.MAINTAIN A 100 FOOT NATURAL BUFFER OR USE REDUNDANT SEDIMENT CONTROLS NEAR SURFACE WATERS IF A BUFFER IS NOT FEASIBLE.SAFETY CONCERN (STREET FLOODING/FREEZING) HAS BEEN IDENTIFIED BY THE OWNER OR JURISDICTIONAL AUTHORITY (E.G., CITY/COUNTY/TOWNSHIP/MnDOT/ENGINEER). THE NEED FOR REMOVAL MUST BE DOCUMENTED IN THE SWPPP.CONVENTIONAL EROSION AND SEDIMENT CONTROLS SHALL BE USED PRIOR TO CHEMICAL TREATMENT. IF POLYMERS, FLOCCULANTS, OR OTHERSEDIMENTATION TREATMENT CHEMICALS ARE USED THEY SHALL BE USED WHERE TREATED STORMWATER IS DIRECTED TO A SEDIMENT CONTROL SYSTEMWHICH ALLOWS FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE. CHEMICALS SHALL BE CHOSEN BASED ON SOIL TYPES, EXPECTED 1.2.3.1.2.3.4.5.1.2.3.4.1.2.3.1.2.3.4.5.6.7. THIS PROJECT IS LOCATED ON STAGECOACH ROAD. CONSTRUCTION ACTIVITIES ON THIS PROJECT INCLUDE GRADING, STORM SEWER CONSTRUCTION, SANITARY ANDWATER SERVICE INSTALLATION, AND ALL SMALL AND PRIVATE UTILITIES (GAS, ELECTRIC, PHONE, CABLE, ETC.).SWPPP IMPLEMENTATIONTHE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND THE INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION ANDSEDIMENT CONTROL BMPS BEFORE AND DURING CONSTRUCTION. THE CONTRACTOR WILL HAVE AN EROSION CONTROL SUPERVISOR WHO IS RESPONSIBLE FORVITALIY V. TERESHKOV IS RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM.ADDRESS OF THE RESPONSIBLE PARTY: 3019 W. 133RD STREET, SHAKOPEE, MN 55379THE CITY OF SHAKOPEE PROJECT CONSTRUCTION SUPERVISOR AND MAINTENANCE CONTACT IS:STEVE LILLEHAUG400 GORMAN STSHAKOPEE, MN 55379952-233-9361TRAINING DOCUMENTATIONTIMING OF BMP INSTALLATIONTHE EROSION PREVENTION AND SEDIMENT CONTROL BMPS SHALL BE INSTALLED AS NECESSARY TO MINIMIZE EROSION FROM DISTURBED SURFACES AND CAPTURESEDIMENT ON SITE. THE SPECIAL PROVISIONS.THE CONTRACTOR SHALL MINIMIZE SOIL COMPACTION AND PRESERVE TOPSOIL BY LIMITING CONSTRUCTION EQUIPMENT UNLESS THE FUNCTION OF A SPECIFICAREA DICTATES THAT IT BE COMPACTED.THE CONTRACTOR SHALL MAINTAIN A STOCKPILE OF EROSION CONTROL DEVICES AT ALL TIMES FOR IMMEDIATE USAGE.THE CONTRACTOR SHALL KEEP THE INSPECTION AND MAINTENANCE LOG.STATE DUTY OFFICER CAN BE REACHED AT (800) 422-0798.SEDIMENT CONTROL MEASURES: THE DESCRIPTION OF INSPECTIONS AND MAINTENANCE:THE PERMITTEE(S) MUST ENSURE THAT A TRAINED PERSON WILL ROUTINELY INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY WEEK O DATE AND TIME OF INSPECTIONS. O NAME OF PERSON(S) CONDUCTING INSPECTIONS. O FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED. O CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES). O DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCH (0.5 INCHES) IN 24 HOURS. RAINFALL AMOUNTS MUST BE OBTAINED BY A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN 1 MILE OF YOUR LOCATION OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES. O IF ANY DISCHARGE IS OBSERVED TO BE OCCURRING DURING THE INSPECTION, A RECORD OF ALL POINTS OF THE PROPERTY FROM WHICH THERE IS A DISCHARGE MUST BE MADE, AND THE DISCHARGE SHOULD BE DESCRIBED (I.E., COLOR, ODOR, FLOATING, SETTLED, OR SUSPENDED SOLIDS, FOAM, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS) AND PHOTOGRAPHED. O ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED WITHIN SEVEN (7) CALENDAR DAYS. O WHERE WORK HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, THE INSPECTIONS MAY BE SUSPENDED. THE REQUIRED INSPECTIONS AND MAINTENANCE SCHEDULE MUST BEGIN WITHIN 24 HOURS AFTER RUNOFF OCCURS AT THE SITE OR 24 HOURS PRIOR TO CONSTRUCTION. PROJECT DESCRIPTION:COORDINATING THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS. THE CITY OF SHAKOPEE STAFF ARE ALSO AVAILABLE FOR ASSISTANCE.PROJECT ENGINEERPUBLIC WORKS DIRECTOR - CITY OF SHAKOPEEPRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL ENSURE THEY HAVE DOCUMENTATION FOR INDIVIDUALS IMPLEMENTING THE SWPPP INCLUDING:BMP DESIGN FACTORSCONSTRUCTION NOTES:CONSTRUCTION SHALL BE GOVERNED BY THE NPDES GENERAL PERMIT, PLANS, CITY OF SHAKOPEE GENERAL SPECIFICATIONS FOR CONSTRUCTION ANDIN THE EVENT OF ACCIDENTAL SEDIMENT OR POLLUTANT DISCHARGE, THE MPCA LOCAL CONTACT AND/OR STATE DUTY OFFICER SHALL BE NOTIFIED. THE MPCAEROSION PREVENTION MEASURES:DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. FOLLOWING AN INSPECTION THATOCCURS WITHIN 24 HOURS AFTER A RAINFALL EVENT, THE NEXT INSPECTION MUST BE CONDUCTED WITHIN SEVEN (7) DAYS AFTER THE RAINFALL EVENT.INSPECTION AND MAINTENANCE REQUIREMENTS MUST INCLUDE: \\\\\\\\\\\\\\\\ _ 5 10 GRADING PLAN UNIVERSAL BUSINESS CENTER TRHTRH TRA 60 FEET 30 SCALE 0 \\\\\\\\\\\\\\\\ _ 6 10 UTILITY & DRAINAGE PLAN UNIVERSAL BUSINESS CENTER TRH AAMTRA 60 FEET 30 SCALE 0 \\\\\\\\\\\\\\\\ _ 7 10 LANDSCAPE & TURF ESTABLISHMENT PLAN UNIVERSAL BUSINESS CENTER LJFLJF TRA 60 FEET 30 SCALE 0 \\\\\\\\\\\\\\\\ _ 8 10 PLAN PAGE 1 OF 3 STANDARD DETAILS UNIVERSAL BUSINESS CENTER TRHTRH TRA 60 FEET 30 SCALE 0 \\\\\\\\\\\\\\\\ _ 9 10 PLAN PAGE 2 OF 3 STANDARD DETAILS UNIVERSAL BUSINESS CENTER TRHTRH TRA 60 FEET 30 SCALE 0 \\\\\\\\\\\\\\\\ _ 10 10 PLAN PAGE 3 OF 3 STANDARD DETAILS UNIVERSAL BUSINESS CENTER TRHTRH TRA 60 FEET 30 SCALE 0 \\\\\\\\\\\\\\\\ _ 11 LEGEND IRON PIPE MONUMENT SET MONUMENT FOUND Orientation of the bearing system is based onScott County Coordinates, NAD 83, (2011). LOTS 1-3, BLOCK 1, STAGECOACH BUSINESS CENTER PRELIMINARY PLAT SHAKOPEE, MN LJFLJF TRH 80 FEET 40 SCALE 0 10 10 10 10 VICINITY MAP SITE \\\\\\\\\\\\\\ STONEBROOKE ENGINEERING, INC. THIS PLAT PREPARED BY 2 T O L 1 LOT 1 K C O L B 10 10 10 10 NOT TO SCALE SCOTT COUNTY, MN VICINITY MAP SITE SECTION 12, TOWNSHIP 115, RANGE 22 Metropolitan District 1500 County Road B2 West Roseville, MN 55113 st May 31 2018 Michael Kerski 485 Gorman St. Shakopee, MN 55379 SUBJECT: Universal Stone Mn/DOT Review #S18-034 NW Quad of US 169, MN 13/101 Shakopee / Scott County Control Section 7005 Dear Mr. Kerski, The Minnesota Department of Transportation (MnDOT) has reviewed the plans for the proposed Universal Stone development in Shakopee. Please address the following issues before any further development: Surveys: Access control should be shown on the easterly lines of Lot 2, Block 1 as indicated on the Scott County right-of- way plat (attached). For questions regarding these comments please contact Bruce Wetherbee at (651) 366-5176 or bruce.wetherbee@state.mn.us. Drainage: A drainage permit is required for this development since it discharges storm water to the MnDOT right- of- way/drainage system. The permit applicant shall demonstrate that offsite runoff coming to MnDOT drainage system and/or right-of-way will not increase as a result of the proposed project. Please submit documents below with drainage permit application for review and approval: 1. Grading and drainage plans and hydraulic calculations to show that the proposed flows to MnDOT right- of-way will remain the same or decrease compared to existing conditions. 2. Existing and Proposed drainage area maps with flow arrows and labeling that corresponds with the submitted calculations. 3. Hydro CAD model and pdf of output for the 2, 10, and 100 year Atlas 14 storm events. Drainage permit application can be found at: http://www.dot.state.mn.us/utility/forms.html- Application for Drainage Permit MnDOT Drainage Permits Checklist can be found at: http://ihub/metro/wre/Link%20Files/Drainage%20Permit%20Applications%20Checklist.pdf Permits: Any use of or work within or affecting MnDOT right of way requires a permit. Permit forms are available from utility website: http://www.dot.state.mn.us/utility/forms.html. Please include one 11x17 plan set and one full size plan set with each permit application. Please direct any questions regarding permit requirements to Buck Craig (651-234- Metro Permits Section. An equal opportunity employer Review Submittal Options: turned around faster. There are four submittal options. Please submit either: 1. An electronic .pdf version of the plans. MnDOT can accept the plans via e-mail at metrodevreviews.dot@state.mn.us provided that each separate e-mail is less than 20 megabytes. 2. A compact disc with the plans in .pdf format. The disc can be sent to: MnDOT Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 3. https://mft.dot.state.mn.us Please contact MnDOT development review staff gain access to the shared workspace site. Also, please send a note to metrodevreviews.dot@state.mn.us indicating the file name and stating that the plans have been submitted on the shared workspace site. 4. If you are unable to send the plans electronically, please submit a set of full size plans to the above address. If you have any questions concerning this review, please contact me at (651) 234-7788. Sincerely, Jennifer Wiltgen Principal Planner Copy sent via E-Mail: Hailu Shekur, Water Resources Buck Craig, Permits Nancy Jacobson, Design Shane Rowbotham, Design Rebecca Parzyck, Right-of-Way Kirby Schwarzkopf, Right-of-Way Almin Ramic, Traffic Bruce Wetherbee, Surveys Diane Langenbach, Area Engineer Jon Solberg, Area Manager Tim Arvidson, Stonebrooke Engineering James Hentges, Scott County Surveys Russ Owen, Metropolitan Council Canterbury Park 7th Addition 1 inch = 1,505 feet Canterbury Park 7th Addition Final Plat ® June 27, 2018 1 9 . 7 7 +E 8 V I 4 R D 0 G 0 +N I 8 4 L R E I V CONNECT TO EX. WATERMAIN 0 0 + 7 1 4 9 1 .0 1' 1 + 7 4 :4 E 5 T ' P U 0 0 N+ 6 E 4 V A H T 2 0 1 0 + 5 4 ' 001R 0 0 + 4 4 0 0 + 3 4 RELOCATE LIGHT POLE 0 0 + CONNECT TO EXISTING SANITARY 2 4 0 0 + 1 4 RIGHT-OF-WAY DRAINAGE & UTILITY EASEMENT (10') 0 0 + 0 4 0 0 + 9 3 0 0 + 8 2 .0 3 9 8 + 7 3 : C P 0 0 + 7 3 0 0 + 6 3 0 0 + 5 3 4 .9 9 3 + 4 3 : T P 0 0 + 4 3 9 '0 4 5 ' 0 0 + 3 3 0 0 + 2 3 0 0 + 1 3 0 0 + 0 3 E V I 0 0 R + 9 D 2 H A O REMOVE UTILITY POLE D 0 0 N + 8 A 2 N E H S 0 0 + 7 2 ' A 0 9 T' 5 4 O L T 0 U 0 + O 6 2 0 0 + 5 2 REMOVE UTILITY POLE 0 0 + 2 0.4 8 3 2 + 3 2 : C P ' 0 '9 5 4 0 SECTION TO CCLTL SECTION 0 TRANSITION FROM PARKWAY +L I 3 2 A R T R 3 E 8 . 8 4F U 7 S = 0 4 1 A M7 0, O1 T +1 H T D7O= 2 N. B E O3R 2 P5D 7A N D= E O SLP OW PH O R P RIGHT-OF-WAY UTILITY 0 0 + DRAINAGE & 1 2 EASEMENT (10') REMOVE EXISTINGSTORM SEWER 0 0 + 0 2 4 0. 7 0 6 + 8 0 1 :+ T P 9 1 D T CONNECT TO EXISTINGSTORM SEWER O L T 0 REMOVEUTILITY POLE U 0 + O 8 1 0 0 + 7 1 STORM SEWER REMOVE EXISTING 0 0 REMOVE UTILITY POLE+ 6 1 TT RIGHT-OF-WAY DRAINAGE & UTILITY EASEMENT (10') 0 0 + 5 1 REMOVE HYDRANT,GV & BOX, AND TEE 0 0 + 4 1 2 K C O L 0 1 B 0 T + 3 O 1 L STORM SEWERLOWER EXISTINGWATERMAIN ANDCONNECT TO EXISTINGWATERMAIN TT TT REMOVE EXISTINGTT REMOVE LIGHT POLE 0 0 + 2 1 0 0 + 1 1 0 0 + 0 1 9 '0 0 0 + 9 C 0 T 0 +O 7 L .2 8 7 9 +T 7 : C P U O E 4 5 ' V I 0 R 0 + D RIGHT-OF-WAY 7 H A O D 0 N 0 + A 6 B N T E O L H T S U 9 O 0 .8 8 1 0 + 5 :+ T P 5 0 0 + STORM SEWER 4 REMOVE EXISTING 9 '0 '54 0 0 + 3 200 D 0 0 V L + B 2 R WITH MANHOLE E E H C S N E 0 R 0 CONNECT TO EXISTING SANITARY A + 100 B 1 0 5 + 0 06-28-2018 SCALE IN FEET 0 Jun 28, 2018 - 12:05pm - User:jweyenberg L:\\PROJECTS\\20952.02\\CAD\\Civil\\Exhibit\\20952.02-RollPlot_6-28-2018.dwg RELOCATE HYDRANT RELOCATE LIGHTPOLE 1 inch = 188 feet Stagecoach Business Center Location ® May 31, 2018 Report of Inspection Procedures and Results for Determining Qualifications of a Tax Increment Financing District as aRedevelopment District Shakopee Riverfront Bluff Redevelopment TIF District Shakopee, Minnesota June 18, 2018 Prepared For the City of Shakopee Prepared by: LHB, Inc. 701 Washington Avenue North, Suite 200 Minneapolis, Minnesota 55401 LHB Project No. 180480 TABLE OF CONTENTS PART 1 –EXECUTIVE SUMMARY................................................................................2 Purpose of Evaluation................................................................................2 Scope of Work...........................................................................................2 Conclusion.................................................................................................3 PART 2 –MINNESOTA STATUTE 469.174, SUBDIVISION 10 REQUIREMENTS.......3 A.Coverage Test......................................................................................3 B.Condition of Buildings Test...................................................................4 C.Distribution of Substandard Buildings...................................................5 PART 3 –PROCEDURES FOLLOWED.........................................................................6 PART 4 –FINDINGS......................................................................................................6 A.Coverage Test......................................................................................6 B.Condition of Building Test.....................................................................7 1.Building Inspection....................................................................7 2.Replacement Cost.....................................................................7 3.Code Deficiencies.....................................................................8 4.System Condition Deficiencies..................................................8 C.Distribution of Substandard Structures.................................................9 PART 5 -TEAM CREDENTIALS..................................................................................10 APPENDIX AProperty Condition Assessment Summary Sheet APPENDIX BBuilding Code, Condition Deficiency and Context Analysis Reports APPENDIX CBuilding Replacement Cost Reports Code Deficiency Cost Reports Photographs Shakopee Riverfront Bluff Redevelopment TIF District LHB Project No. 180480Page 1of15Final Report PART1–EXECUTIVE SUMMARY PURPOSE OF EVALUATION LHB was hired by the City of Shakopee to inspect and evaluate the properties within a Tax Increment Financing Redevelopment District (“TIF District”) proposed to be established by the City. The st proposed TIF District is bounded by Levee Drive West, Atwood Street North, 1 Avenue West and Scott Street North (Diagram 1). The purpose of LHB’s work isto determine whether the proposed TIF District meets the statutory requirements for coverage, and whether three (3) buildings on six (6) parcels and one (1) right of way parcel, located within the proposed TIF District, meet the qualifications required for a Redevelopment District. Diagram 1 – Proposed TIF District SCOPE OF WORK The proposed TIF District consists of six (6) parcels and one (1) right of way parcel withthree (3) buildings. Two (2) buildings were inspected on July 31, 2017 and one (1) building was inspected on June 13, 2018. Building Code and Condition Deficiency reports for the buildings that were inspected are located in Appendix B. Shakopee Riverfront Bluff Redevelopment TIF District LHB Project No. 180480Page 2of15Final Report CONCLUSION After inspecting and evaluating the properties within the proposed TIF District and applying current statutory criteria for a Redevelopment District under Minnesota Statutes, Section 469.174, Subdivision 10, it is our professional opinion that the proposed TIF District qualifies as a Redevelopment District because: The proposed TIF District has a coverage calculation of 100 percent which is above the 70 percent requirement. 100 percent of the buildings are structurally substandard which is above the 50 percent requirement. The substandard buildings are reasonably distributed. The remainder of this report describes our process and findings in detail. PART 2 –MINNESOTA STATUTE 469.174, SUBDIVISION 10 REQUIREMENTS The properties were inspected in accordance with the following requirements under MinnesotaStatutes, Section 469.174, Subdivision 10(c), which states: INTERIOR INSPECTION “The municipality may not make such determination \[that the building is structurally substandard\] without an interior inspection of the property...” EXTERIOR INSPECTION AND OTHER MEANS “An interior inspection of the property is not required, if the municipality finds that (1) the municipality or authority is unable to gain access to the property after using its best efforts to obtain permission from the party that owns or controls the property; and (2) the evidence otherwise supports a reasonable conclusion that the building is structurally substandard.” DOCUMENTATION “Written documentation of the findings and reasons why an interior inspection was not conducted must be made and retained under section 469.175, subdivision 3(1).” QUALIFICATION REQUIREMENTS Minnesota Statutes, Section 469.174, Subdivision 10 (a) (1) requires three tests for occupied parcels: A.COVERAGE TEST …“parcels consisting of 70 percent of the area of the district are occupied by buildings, streets, utilities, or paved or gravel parking lots…” Shakopee Riverfront Bluff Redevelopment TIF District LHB Project No. 180480Page 3of15Final Report The coverage required by the parcel to be considered occupied is defined under Minnesota Statutes, Section 469.174, Subdivision 10(e), which states: “For purposes of this subdivision, a parcel is not occupied by buildings, streets, utilities, paved or gravel parking lots, or other similar structures unless 15 percent of the area of the parcel contains buildings, streets, utilities, paved or gravel parking lots, or other similar structures.” B.CONDITION OF BUILDINGS TEST Minnesota Statutes, Section 469.174, Subdivision 10(a) states, “…and more than 50 percent of the buildings, not including outbuildings, are structurally substandard to a degree requiring substantial renovation or clearance;” 1.Structurally substandard is defined under Minnesota Statutes, Section 469.174, Subdivision 10(b), which states: “For purposes of this subdivision, ‘structurally substandard’ shall mean containing defects in structural elements or a combination of deficiencies in essential utilities and facilities, light and ventilation, fire protection including adequate egress, layout and condition of interior partitions, or similar factors, which defects or deficiencies are of sufficient total significance to justify substantial renovation or clearance.” a.We do not count energy code deficiencies toward the thresholds required by Minnesota Statutes, Section 469.174, Subdivision 10(b) defined as “structurally substandard”, due to concerns expressed by the State of Minnesota Court of Appeals in the Walser Auto Sales, Inc. vs. City of Richfield case filed November 13, 2001. 2.Buildings are not eligible to be considered structurally substandard unless they meet certain additional criteria, as set forth in Subdivision 10(c) which states: “A building is not structurally substandard if it is in compliance with the building code applicable to new buildings or could be modified to satisfy the building code at a cost of less than 15 percent of the cost of constructing a new structure of the same square footage and type on the site. The municipality may find that a building is not disqualified as structurally substandard under the preceding sentence on the basis of reasonably available evidence, such as the size, type, and age of the building, the average cost of plumbing, electrical, or structural repairs, or other similar reliable evidence.” “Items of evidence that support such a conclusion \[that the building is not disqualified\] include recent fire or police inspections, on-site property tax appraisals or housing inspections, exterior evidence of deterioration, or other similar reliable evidence.” LHB counts energy code deficiencies toward the 15 percent code threshold required by Minnesota Statutes, Section 469.174, Subdivision 10(c)) for the following reasons: The Minnesota energy code is one of ten building code areas highlighted by the Minnesota Department of Labor and Industry website where minimum construction standards are required by law. Chapter 13 of the 2015 Minnesota Building Code states, “Buildings shall be designed and constructed in accordance with the International Energy Conservation Code.” Furthermore, Minnesota Rules, Chapter 1305.0021 Subpart 9 states, “References Shakopee Riverfront Bluff Redevelopment TIF District LHB Project No. 180480Page 4of15Final Report to the International Energy Conservation Code in this code mean the Minnesota Energy Code…” Chapter 11 of the 2015 Minnesota Residential Code incorporates Minnesota Rules, Chapters, 1322 and 1323 Minnesota Energy Code. The Senior Building Code Representative for the Construction Codes and Licensing Division of the Minnesota Department of Labor and Industry confirmed that the Minnesota Energy Code is being enforced throughout the State of Minnesota. In a January 2002 report to the Minnesota Legislature, the Management Analysis Division of the Minnesota Department of Administration confirmed that the construction cost of new buildings complying with the Minnesota Energy Code is higher than buildings built prior to the enactment of the code. Proper TIFanalysis requires a comparison between the replacement value of a new building built under current code standards with the repairs that would be necessary to bring the existing building up to current code standards. In order for an equal comparison to be made, all applicable code chapters should be applied to both scenarios. Since current construction estimating software automatically applies the construction cost of complying with the Minnesota Energy Code, energy code deficiencies should also be identified in the existing structures. C.DISTRIBUTION OF SUBSTANDARD BUILDINGS Minnesota Statutes, Section 469.174, Subdivision 10, defines a Redevelopment District and requires one or more of the following conditions, “reasonably distributed throughout the district.” (1)“Parcels consisting of 70 percent of the area of the district are occupied by buildings, streets, utilities, paved or gravel parking lots, or other similar structures and more than 50 percent of the buildings, not including outbuildings, are structurally substandard to a degree requiring substantial renovation or clearance; (2)the property consists of vacant, unused, underused, inappropriately used, or infrequently used rail yards, rail storage facilities, or excessive or vacated railroad rights-of-way; (3)tank facilities, or property whose immediately previous use was for tank facilities…” Our interpretation of the distribution requirement is that the substandard buildings must be reasonably distributed throughout the district as compared to the location of all buildings in the district. For example, if all of the buildings in a district are located on one half of the area of the district, with the other half occupied by parking lots (meeting the required 70 percent coverage for the district), we would evaluate the distribution of the substandard buildings compared with only the half of the district where the buildings are located. If all of the buildings in a district are located evenly throughout the entire area of the district, the substandard buildings must be reasonably distributed throughout the entire area of the district. We believe this is consistent with the opinion expressed by the State of Minnesota Court of Appeals in the Walser Auto Sales, Inc. vs. City of Richfield case filed November 13, 2001. Shakopee Riverfront Bluff Redevelopment TIF District LHB Project No. 180480Page 5of15Final Report PART 3 –PROCEDURES FOLLOWED LHB inspected two (2) of the three (3) buildings during the day of July 31, 2017. One (1) building was inspected on June 13, 2018. PART 4 –FINDINGS A.COVERAGE TEST 1. The total square foot area of the parcel in the proposed TIF District was obtained from City records, GIS mapping and site verification. 2.The total square foot area of buildings and site improvements on the parcels in the proposed TIF District was obtained from City records, GIS mappingand site verification. 3.The percentage of coverage for each parcel in the proposed TIF District was computed to determine if the 15 percent minimum requirement was met. The total square footage of parcels meeting the 15 percent requirement was divided into the total square footage of the entire district to determine if the 70 percent requirement was met. FINDING: The proposed TIF District met the coverage test under Minnesota Statutes, Section 469.174, Subdivision 10(e), which resulted in parcels consisting of 100 percent of the area of the proposed TIF District being occupied by buildings, streets, utilities, paved or gravel parking lots, or other similar structures (Diagram 2). This exceeds the 70 percent area coverage requirement for the proposed TIF District under Minnesota Statutes, Section 469.174, Subdivision (a) (1). Shakopee Riverfront Bluff Redevelopment TIF District LHB Project No. 180480Page 6of15Final Report Diagram 2 – Coverage Diagram Shaded area depicts a parcel more than 15 percent occupied by buildings, streets, utilities, paved or gravel parking lots or other similar structures B.CONDITION OF BUILDING TEST 1.BUILDING INSPECTION The first step in the evaluation process is the building inspection. After an initial walk- thru, the inspector makes a judgment whether or not a building “appears” to have enough defects or deficiencies of sufficient total significance to justify substantial renovation or clearance. If it does, the inspector documents with notes and photographs code and non- code deficiencies in the building. 2.REPLACEMENT COST The second step in evaluating a building to determine if it is substandard to a degree requiring substantial renovation or clearance is to determine its replacement cost. This is the cost of constructing a new structure of the same square footage and type on site. Replacement costs were researched using R.S. Means Cost Works square foot models for 2018. A replacement cost was calculated by first establishing building use (office, retail, residential, etc.), building construction type (wood, concrete, masonry, etc.), and building size to obtain Shakopee Riverfront Bluff Redevelopment TIF District LHB Project No. 180480Page 7of15Final Report the appropriate median replacement cost, which factors in the costs of construction in Shakopee, Minnesota. Replacement cost includes labor, materials, and the contractor’s overhead and profit. Replacement costs do not include architectural fees, legal fees or other “soft” costs not directly related to construction activities. Replacement cost for each building is tabulated in Appendix A. 3.CODE DEFICIENCIES The next step in evaluating a building is to determine what code deficiencies exist with respect to such building. Code deficiencies are those conditions for a building which are not in compliance with current building codes applicable to new buildings in the State of Minnesota. Minnesota Statutes, Section 469.174, Subdivision 10(c), specifically provides that a building cannot be considered structurally substandard if its code deficiencies are not at least 15 percent of the replacement cost of the building. As a result, it was necessary to determine the extent of code deficiencies for each building in the proposed TIF District. The evaluation was made by reviewing all available information with respect to such buildingscontained in City Building Inspection records and making interior and exterior inspections of the buildings. LHB utilizes the current Minnesota State Building Code as the official code for our evaluations. The Minnesota State Building Code is actually a series of provisional codes written specifically for Minnesota only requirements, adoption of several international codes, and amendments to the adopted international codes. After identifying the code deficiencies in each building, we used R.S. Means Cost Works 2018; Unit and Assembly Costs to determine the cost of correcting the identified deficiencies. We were then able to compare the correction costs with the replacement cost of each building to determine if the costs for correcting code deficiencies meet the required 15 percent threshold. FINDING: Three (3) out of three (3) buildings (100 percent) in the proposed TIF District contained code deficiencies exceeding the 15 percent threshold required by Minnesota Statutes, Section 469.174, Subdivision 10(c). Building Code, Condition Deficiency and Context Analysis reports for the buildings in the proposed TIF District can be found in Appendix B of this report. 4.SYSTEM CONDITION DEFICIENCIES If a building meets the minimum code deficiency threshold under Minnesota Statutes, Section 469.174, Subdivision 10(c), then in order for such building to be “structurally substandard” under Minnesota Statutes, Section 469.174, Subdivision 10(b), the building’s defects or deficiencies should be of sufficient total significance to justify “substantial renovation or clearance.” Based on this definition, LHB re-evaluated each of the buildings that met the code deficiency threshold under Minnesota Statutes, Section 469.174, Subdivision 10(c), to Shakopee Riverfront Bluff Redevelopment TIF District LHB Project No. 180480Page 8of15Final Report determine if the total deficiencies warranted “substantial renovation or clearance” based on the criteria we outlined above. System condition deficiencies are a measurement of defects or substantial deterioration in site elements, structure, exterior envelope, mechanical and electrical components, fire protection and emergency systems, interior partitions, ceilings, floors and doors. The evaluation of system condition deficiencies was made by reviewing all available information contained in City records, and making interior and exterior inspections of the buildings. LHB only identified system condition deficiencies that were visible upon our inspection of the building or contained in City records. We did not consider the amount of “service life” used up for a particular component unless it was an obvious part of that component’s deficiencies. After identifying the system condition deficiencies in each building, we used our professional judgment to determine if the list of defects or deficiencies is of sufficient total significance to justify “substantial renovation or clearance.” FINDING: In our professional opinion, three (3)out of three (3)buildings (100 percent) in the proposed TIF District are structurally substandard to a degree requiring substantial renovation or clearance, because of defects in structural elements or a combination of deficiencies in essential utilities and facilities, light and ventilation, fire protection including adequate egress, layout and condition of interior partitions, or similar factors which defects or deficiencies are of sufficient total significance to justify substantial renovation or clearance. This exceeds the 50 percent requirement of Subdivision10a(1). C.DISTRIBUTION OF SUBSTANDARD STRUCTURES Much of this report has focused on the condition of individual buildings as they relate to requirements identified by Minnesota Statutes, Section 469.174, Subdivision 10. It is also important to look at the distribution of substandard buildings throughout the geographic area of the proposed TIF District(Diagram 3). FINDING: The parcels with substandard buildings are reasonably distributed compared to all parcels that contain buildings. Shakopee Riverfront Bluff Redevelopment TIF District LHB Project No. 180480Page 9of15Final Report Diagram 3 – Substandard Buildings Shaded green area depicts parcels with buildings. Shaded orange area depicts substandard buildings. PART 5 -TEAM CREDENTIALS Michael A. Fischer, AIA, LEED AP -Project Principal/TIF Analyst Michael has 30years of experience as project principal, project manager, project designer and project architect on planning, urban design, educational, commercial and governmental projects. He has become an expert on Tax Increment Finance District analysis assisting over 100 cities with strategic planning for TIF Districts. He is an Architectural Principal at LHB and currently leads the Minneapolis office. Michael completed a two-year Bush Fellowship, studying at MIT and Harvard in 1999, earning Masters degrees in City Planning and Real Estate Development from MIT. He has served on more than 50 committees, boards and community task forces, including a term as a City Council President and as Chair of a Metropolitan Planning Organization. Most recently, he served as Chair of the Edina, Minnesota planning commission and is currently a member of the Edina city council. Michael has also managed and designed several award-winning architectural projects, and was one of four architects in the Country to receive the AIA Young Architects Citation in 1997. Shakopee Riverfront Bluff Redevelopment TIF District LHB Project No. 180480Page 10of15Final Report PhilipWaugh –Project Manager/TIF Analyst Philip is a project manager with 13 years of experience in historic preservation, building investigations, material research, and construction methods. He previously worked as a historic preservationist and also served as the preservation specialist at the St. Paul Heritage Preservation Commission. Currently, Phil sits on the Board of Directors for the Preservation Alliance of Minnesota. His current responsibilities include project management of historic preservation projects, performing building condition surveys and analysis, TIF analysis, writing preservation specifications, historic design reviews, writing Historic Preservation Tax Credit applications, preservation planning, and grant writing. Phil Fisher –Inspector For 35 years, Phil Fisher worked in the field of Building Operations in Minnesota including White Bear Lake Area Schools. At the University of Minnesota he earned his Bachelor of Science in Industrial Technology. He is a Certified Playground Safety Inspector, Certified Plant Engineer, and is trained in Minnesota Enterprise Real Properties (MERP) Facility Condition Assessment (FCA). His FCA training was recently applied to the Minnesota Department of Natural Resources Facilities Condition Assessment project involving over 2,000 buildings. O:\\18proj\\180480\\400 Design\\406 Reports\\Final Report\\180480 Shakopee Riverfront Bluff Redevelopment TIF Final Report.docx APPENDICES APPENDIX AProperty Condition Assessment Summary Sheet APPENDIX BBuilding Code and Condition Deficiencies Reports APPENDIXCBuilding Replacement Cost Reports Code Deficiency Cost Reports Photographs Shakopee Riverfront Bluff Redevelopment TIF District LHB Project No. 180480Page 11of15Final Report APPENDIX A Property Condition Assessment Summary Sheet APPENDIX B Building Code, Condition Deficiency and Context Analysis Reports Shakopee Riverfront Bluff Redevelopment TIF District Building Code,Condition Deficiencyand Context Analysis Report June 18, 2018 Parcel No. & Building Name: Parcel No. C Residence Address: 126 Atwood St N, Shakopee, MN 55379 Parcel ID: 270010880 Inspection Date(s) & Time(s): June 13, 2018 10:00 am Inspection Type: Interior and Exterior Summary of Deficiencies: It is our professional opinion that this building is Substandard because: -Substantial renovation is required to correct Conditions found. -Building Code deficiencies total more than 15% of replacement cost, NOT including energy code deficiencies. Estimated Replacement Cost: $221,530 Estimated Cost to Correct Building Code Deficiencies: $74,356 Percentage of Replacement Cost for Building Code Deficiencies: 33.56% Defects in Structural Elements 1.None observed. Combination of Deficiencies 1.Essential Utilities and Facilities a.None observed. 2.Light and Ventilation a.HVAC system does not comply with mechanical/building code. 3.Fire Protection/Adequate Egress a.Smoke detectors do not comply with code. b.There are no code required carbon monoxide detectors. c.There are no code required Arc Fault Circuit Interrupters installed. d.A code required Ground Fault Circuit Interrupter should be installed in the laundry area. e.Basement stairway is not code compliant. f.Second floor stairway is not code compliant. 4.Layout and Condition of Interior Partitions/Materials a.Carpeting should be replaced. b.Interior ceiling is damaged and should be repaired. c.Interior should be repainted. Shakopee Riverfront Bluff Redevelopment TIF DistrictPage 1of2Building Report LHB Project No. 180480126 Atwood Street N,Residence d.Second-floor sub flooring is soft in one of the bedrooms. e.Wall paper is peeling away from under windows from water intrusion and should be repaired. f.Paneling in living area is separating from wall. g.Basement floor to ceiling height does not comply with code. 5.Exterior Construction a.Exterior wood trim is rotting and should be repaired and repainted. b.There is a vertical crack in the stucco, allowing for water intrusion, contrary to code. c.Exterior windows are failing, allowing for water intrusion, contrary to code. Description of Code Deficiencies 1.HVAC system does not comply with mechanical/building code. 2.Smoke detectors do not comply with code. 3.Carbon monoxide detectors should be installed per code. 4.Code required Arc Fault Circuit Interrupters should be installed. 5.A code required Ground Fault Circuit Interrupter should be installed in the laundry area. 6.Basement stairs should be modified to comply with code. 7.Second-floor stairway should be modified to comply with code. 8.Basement floor to ceiling height is not code compliant. 9.Stucco should be repaired to prevent water intrusion per code. 10.Windows should be replaced to prevent water intrusion per code. Overview ofDeficiencies This building has a stone foundation and an earthen floor in the basement. The HVAC system is not code compliant. The windows have failed, allowing for water intrusion, contrary to code. The interior walls show signs of water intrusion under the windows. The interior is missing life safety elements including compliant smoke detectors, AFCI’s and GFCI’s. The basement floor to ceiling height does not meet current code. The stairways do not meet code. Interior finishes should be improved. Exterior wood trim should be repaired/repainted. O:\\18proj\\180480\\400 Design\\406 Reports\\Building Reports\\126 Atwood Street North\\126 Atwood St N Redevelopment District Substandard Building Report.docx Shakopee Riverfront Bluff Redevelopment TIF DistrictPage 2of2Building Report LHB Project No. 180480126 Atwood Street N,Residence Shakopee First Avenue WestTIF Letter of Finding Building Code,Condition Deficiencyand Context Analysis Report August 16, 2017 Building Name: Residence st Ave W, Shakopee, MN 55379 Address: 339 1 Parcel ID: 270010810 Inspection Date(s) & Time(s): July 31, 2017 11:30 am Inspection Type: Interior and Exterior Summary of Deficiencies: It is our professional opinion that this building is Substandard because: -Substantial renovation is required to correct Conditions found. -Building Code deficiencies total more than 15% of replacement cost, NOT including energy code deficiencies. Estimated Replacement Cost: $155,456 Estimated Cost to Correct Building Code Deficiencies: $46,944 Percentage of Replacement Cost for Building Code Deficiencies: 30.2% Defects in Structural Elements 1.There are pronounced vertical cracks on the west side of the building allowing for water intrusion contrary to code. This type of cracking is indicative of differential settlement. Combination of Deficiencies 1.Essential Utilities and Facilities a.Second floor stairway does not comply with code for minimum width. b.Second floor stairway does not comply with code for proper size handrail. c.Basement stairs are not code compliant for proper rise and run. d.Basement stairs do not comply with code for minimum width. e.Basement stairs do not have a code required hand rail. 2.Light and Ventilation a.None observed 3.Fire Protection/Adequate Egress a.Carpeting on second floor is wrinkled causing a trip hazard and should be replaced. Code requires for an unimpeded means of egress. b.Building does not have code compliant smoke detectors. c.Building does not have code compliant carbon monoxide detectors. ShakopeeFirst Avenue WestTIF Letter of FindingPage 1of2Building Report st Ave W LHB Project No. 170514Residence–339 1 4.Layout and Condition of Interior Partitions/Materials a.Interior surfaces are showing signs of water intrusion, contrary to code, and should be repaired. b.Interior wall should be repainted. c.Carpeting is stained and damaged. d.First floor hallway does not comply with code for minimum width. e.Minimum floor to ceiling height does not comply with code on second floor. 5.Exterior Construction a.Exterior surfaces need to be repainted. b.There are gaps on the wood fascia allowing water intrusion contrary to code. c.Concrete steps off the side of the house are crumbling. d.Exterior brick is damaged/missing allowing for water intrusion, contrary to code. e.Exterior brick has been painted over, but is peeling, exposing mortar that needs to be re- pointed to prevent water intrusion per code. f.Metal front door is rusting and should be repainted. Description of Code Deficiencies 1.Vertical cracks on exterior wall should be repaired to prevent water intrusion per code. 2.Second floor stairway does not comply with code for minimum width. 3.Second floor stair rail does not comply with code for proper size. 4.Basement stairway does not comply with code for proper rise and run of treads. 5.Basement stair does not comply with code for minimum width. 6.Basement stairs do not have a handrail, so it would not comply with code. 7.Carpeting on second floor does not comply with code regarding unimpeded means of emergency egress. 8.Building does not have code compliant smoke detectors. 9.Building does not have code compliant carbon monoxide detectors. 10.First floor hallway does not comply with code for minimum width. 11.Floor to ceiling height on second floor does not comply with code. 12.Exterior wood surface trim should be secure to prevent water intrusion per code. 13.Exterior brick should be repaired/replaced to prevent water intrusion per code. 14.Exterior brick mortar should be repointed to prevent water intrusion per code. Overview ofDeficiencies The exterior of this residence needs significant repair to prevent water intrusion per code. Interior walls show evidence of water damage. All exterior walls need to be repaired and repainted. Exterior wood trim should be repaired to prevent water intrusion. Interior walls and ceiling should be repaired/repainted. Both the second-floor stairway and the basement stairway do not comply with code. The interior hallway does not comply with code for minimum width. The second floor does not comply with code for minimum floor to ceiling height. Carpeting on both floors should be replaced because of trip hazards. The metal front door is rusting and should be repainted. The concrete steps on the side of the house are in need of repair. O:\\17Proj\\170514\\400 Design\\406 Reports\\Building Reports\\339 1st Ave W - Residence\\339 1st Ave W Building Report.docx ShakopeeFirst Avenue WestTIF Letter of FindingPage 2of2Building Report st Ave W LHB Project No. 170514Residence–339 1 Shakopee First Avenue WestTIF Letter of Finding Building Code,Condition Deficiencyand Context Analysis Report August 16, 2017 Building Name: Dog Daycare and Grooming Facility st Ave W, Shakopee, Minnesota 55379 Address: 321 1 Parcel ID: 270010820 and 270010830 Inspection Date(s) & Time(s): July 31, 2017 11:50 am Inspection Type: Interior and Exterior Summary of Deficiencies: It is our professional opinion that this building is Substandard because: -Substantial renovation is required to correct Conditions found. -Building Code deficiencies total more than 15% of replacement cost, NOT including energy code deficiencies. Estimated Replacement Cost: $622,158 Estimated Cost to Correct Building Code Deficiencies: $104,046 Percentage of Replacement Cost for Building Code Deficiencies: 16.72% Defects in Structural Elements 1.None observed. Combination of Deficiencies 1.Essential Utilities and Facilities a.Glass doors needs a 10-inch kick plate to comply with code. b.Exterior door thresholds do not comply with code for maximum height. c.Door hardware does not comply with ADA code. 2.Light and Ventilation a.The HVAC system does not comply with mechanical building code. 3.Fire Protection/Adequate Egress a.There is no code required fire sprinkler system. b.There is no code compliant emergency lighting. c.There is no code compliant emergency notification system. 4.Layout and Condition of Interior Partitions/Materials a.Ceiling tile is water stained and missing. b.Interior walls need to be painted. Shakopee First Avenue WestTIF Letter of FindingPage 1of2Building Report st Ave W LHB Project No. 170514Dog Daycare and Grooming Facility–321 1 5.Exterior Construction a.Roofing material is not properly transitioned to the brick wall and is allowing for water intrusion, contrary to code. b.Steel lintels are rusting and need to be protected per code. c.Mortar joints are separating from brick allowing for water intrusion contrary to code. d.Window trim is cracked. e.The roofing material should be replaced to prevent water intrusion per code. Description of Code Deficiencies 1.Code requires 10-inch kick plates on glass doors. 2.Exterior door thresholds are not code compliant to maximum height allowance of ½ inch. 3.Interior door hardware is not ADA code compliant. 4.The HVAC system does not comply with mechanical/building code. 5.There is no code required building sprinkler system. 6.There is no code compliant emergency lighting system. 7.There is no code compliant emergency notification system. 8.A code compliant transition from roofing material to brick surface should be installed. 9.Steel lintels must be protected from rusting per code. 10.Mortar joints should be repointed to prevent water intrusion per code. 11.Roofing material should be replaced to prevent water intrusion per code. Overview ofDeficiencies This building currently is used as a dog daycare and pet grooming facility. The exterior mortar joints are starting to fail and should be repointed to prevent water intrusion. The roofing material is not transitioned properly onto the brick surface and is allowing for water intrusion contrary to code. The steel lintels are rusting and should be protected by code. There is no code required building sprinkler system. The emergency lighting system and emergency notification system is not code compliant. The roof is leaking in several areas and is not code compliant. The HVAC system is not mechanical/building code compliant. The interior wall surfaces should be repainted. The interior ceiling tile is water stained and warping and should be replaced. The interior door hardware is not ADA code compliant. O:\\17Proj\\170514\\400 Design\\406 Reports\\Building Reports\\321 1st Ave W - Dog Daycare\\321 1st Ave W Dog Daycare Building Report.docx Shakopee First Avenue WestTIF Letter of FindingPage 2of2Building Report st Ave W LHB Project No. 170514Dog Daycare and Grooming Facility–321 1 APPENDIX C Building Replacement Cost Reports Code DeficiencyCost Reports Photographs Shakopee Riverfront Bluff Redevelopment TIF District Replacement Cost Report SquareFootCostEstimateReport Date:6/13/2018 EstimateName: 126AtwoodStN CityofShakopee 126AtwoodStreetNorth,Shakopee,Minnesota ,55379 Economy11/2StorywithStuccoonWood BuildingType:Frame Location:SHAKOPEE,MN StoryCount:1.5 StoryHeight(L.F.):8 FloorArea(S.F.):2226 LaborType:RES BasementIncluded:No Costsarederivedfromabuildingmodelwithbasiccomponents. DataRelease:Year2018Quarter2 CostPerSquareFoot:$99.56 Scopedifferencesandmarketconditionscancausecoststovarysignificantly. BuildingCost:$221,530.32 %ofTotalCostPerS.F.Cost 1.48%1.342,974.10 01SiteWork 1.342,974.10 Footingexcavation,building,26'x46',4'deep 15.97%14.4532,156.23 02Foundation 1.543,432.10 Footingsystems,10"thickby20"widefooting 5.4312,079.33 Blockwallsystems,8"wall,grouted,fullheight 4.7510,569.41 Blockwallsystems,8"wall,grouted,fullheight 2.736,075.39 Floorslabsystems,4"thickslab 20.54%18.5741,366.38 03Framing 3.096,885.42 Floorframingsystems,2"x8",16"OC 1.252,791.01 Floorframing,woodjoists,#2orbetter,pine,2"x8",16"OC 0.25557.56 Floorframing,bridging,wood1"x3",joists16"OC 0.19427.03 Boxsills,#2orbetterpine,2"x8" 3.828,507.48 Exteriorwallframingsystems,2"x4",16"OC 6.8415,215.35 Gableendroofframingsystems,2"x8"rafters,16"OC,4/12pitch 0.761,702.41 Furring,1"x3",16"OC 2.375,280.12 Partitionframingsystems,2"x4",16"OC 15.03%13.6130,274.70 04ExteriorWalls 3.868,591.81 Stucco,2coats 0.851,882.29 Painting,lath,metallathexpanded2.5lb/SY,painted 0.11237.60 Painting,lath,metallathexpanded2.5lb/SY,painted 0.621,387.18 Nonrigidinsul,batts,fbgls,kraftfaced,31/2"thick,R13,15"W 1.002,221.21 Nonrigidinsul,batts,fbgls,kraftfaced,12"thick,R38,23"wide 5.4512,134.44 Slidingwindowsystems,builder'squalitywoodwindow,3'x2' 1.322,935.73 Doorsystems,solidcorebirch,flush,3'x6'8" 0.40884.44 Stormdoor,al,combination,storm&screen,anodized,3'0"x6'8" Shakopee Riverfront Bluff Redevelopment TIF DistrictReplacement Cost Report Page 1 of 2 LHB Project No. 180480126 Atwood Street North, Residence 4.36%3.948,779.47 05Roofing 3.948,779.47 Gableendroofing,asphalt,roofshingles,classA 28.62%25.9057,642.59 06Interiors 6.8815,322.09 Wallsystem,1/2"drywall,taped&finished 2.756,115.09 1/2"gypsumwallboard,taped&finishedceilings 6.8315,196.35 Lauan,flushdoor,hollowcore,interior 2.084,629.58 Carpet,Olefin,15oz 0.771,715.16 Padding,spongerubbercushion,minimum 2.144,771.25 Underlaymentplywood,1/2"thick 1.393,087.38 Resilientflooring,vinylsheetgoods,backed,.070"thick,minimum 0.681,524.31 Resilientflooring,sleepers,treated,16"OC,1"x3" 1.834,063.13 Stairways14risers,oaktreads,boxstairs 0.551,218.25 Basementstairs,openrisers 2.97%2.705,981.33 07Specialties 1.282,840.15 Kitchen,economygrade 0.781,725.80 Sinks,stainlesssteel,singlebowl16"x20" 0.641,415.38 Waterheater,electric,30gallon 7.42%6.7314,945.04 08Mechanical 2.194,867.58 Threefixturebathroomwithwallhunglavatory 0.531,177.93 Furnace,gasheatingonly,100MBH,areato1200SF 0.13282.28 Intermittentpilot,100MBHfurnace 0.851,893.73 Supplyduct,rectangular,areato1200SF,rigidfiberglass 1.022,259.99 Returnduct,sheetmetalgalvanized,to1500SF 0.922,044.84 Lateralducts,flexibleround6"insulated,to1200SF 0.521,164.85 Registerelbows,to1500SF 0.33734.15 Floorregisters,enameledsteelw/damper,to1500SF 0.10218.59 Returnairgrille,areato1500SF12"x12" 0.06127.44 Thermostat,manual,1setback 0.08173.66 Plenum,heatingonly,100MBH 3.61%3.277,271.36 09Electrical 0.561,238.95 100ampelectricservice 0.21465.72 Duplexreceptaclesusingnonmetallicsheathedcable 1.974,388.37 Wiringdevicesystems,economyto1200S.F. 0.531,178.32 Lightfixturesystems,economyto1200S.F. 100%$90.51$201,391.20 SubTotal 10.00%$9.05$20,139.12 ContractorFees(GeneralConditions,Overhead,Profit) 0.00%$0.00$0.00 ArchitecturalFees 0.00%$0.00$0.00 UserFees $99.56$221,530.32 TotalBuildingCost Shakopee Riverfront Bluff Redevelopment TIF DistrictReplacement Cost Report Page 2 of 2 LHB Project No. 180480126 Atwood Street North, Residence Shakopee Riverfront Bluff Redevelopment TIF District Code Deficiency Cost Report Parcel C - 126 Atwood Street North, Shakopee, MN 55379 - PID 270010880 Residence Unit Code Related Cost ItemsUnit CostUnits Total Quantity Accessibility Items $ - Structural Elements Basement Floor to Ceiling Height Modify basement to comply with code for proper floor to ceiling height $ SF222644,520.0020.00$ Exiting Stairways Modify basement stairway to comply with code $ SF22261,224.300.55$ Modify second floor stairway to comply with code $ SF22264,073.581.83$ Fire Protection Smoke Detectors Install code compliant smoke detectors $ EA1125.00125.00$ Arc Fault Circuit Interrupters Install code required AFCI's $ EA5875.00175.00$ Ground Fault Circuit Interrupters Install GFCI in laundry area $ EA1175.00175.00$ Carbon Monoxide Detector Install code required carbon monoxide detectors $ EA5625.00125.00$ Exterior Construction Stucco Repair stucco to prevent water intrusion per code $ Lump1500.00500.00$ Windows Replace failed windows to prevent water intrusion per code $ SF222612,131.705.45$ Roof Construction $ - Mechanical- Electrical Mechanical Install code compliant HVAC system $ SF222610,106.044.54$ Total Code Improvements74,356$ Shakopee Riverfront Bluff Redevelopment TIF DistrictCode Deficiency Cost Report Page 1 of 1 LHB Project No. 180480126 Atwood Street North, Residence Shakopee Riverfront Bluff Redevelopment TIF District Photos: Parcel C Residence, 126 Atwood Street North P1190328.JPGP1190329.JPGP1190330.JPG P1190331.JPGP1190332.JPGP1190333.JPG P1190334.JPGP1190335.JPGP1190336.JPG P1190337.JPGP1190338.JPGP1190339.JPG Page 1 of 8 Shakopee Riverfront Bluff Redevelopment TIF District Photos: Parcel C Residence, 126 Atwood Street North P1190340.JPGP1190341.JPGP1190342.JPG P1190343.JPGP1190344.JPGP1190345.JPG P1190346.JPGP1190347.JPGP1190348.JPG P1190349.JPGP1190350.JPGP1190351.JPG Page 2 of 8 Shakopee Riverfront Bluff Redevelopment TIF District Photos: Parcel C Residence, 126 Atwood Street North P1190352.JPGP1190353.JPGP1190354.JPG P1190355.JPGP1190356.JPGP1190357.JPG P1190358.JPGP1190359.JPGP1190360.JPG P1190361.JPGP1190362.JPGP1190363.JPG Page 3 of 8 Shakopee Riverfront Bluff Redevelopment TIF District Photos: Parcel C Residence, 126 Atwood Street North P1190364.JPGP1190365.JPGP1190366.JPG P1190367.JPGP1190368.JPGP1190369.JPG P1190370.JPGP1190371.JPGP1190372.JPG P1190373.JPGP1190374.JPGP1190375.JPG Page 4 of 8 Shakopee Riverfront Bluff Redevelopment TIF District Photos: Parcel C Residence, 126 Atwood Street North P1190376.JPGP1190377.JPGP1190378.JPG P1190379.JPGP1190380.JPGP1190381.JPG P1190382.JPGP1190383.JPGP1190384.JPG P1190385.JPGP1190386.JPGP1190387.JPG Page 5 of 8 Shakopee Riverfront Bluff Redevelopment TIF District Photos: Parcel C Residence, 126 Atwood Street North P1190388.JPGP1190389.JPGP1190390.JPG P1190391.JPGP1190392.JPGP1190393.JPG P1190394.JPGP1190395.JPGP1190396.JPG P1190397.JPGP1190398.JPGP1190399.JPG Page 6 of 8 Shakopee Riverfront Bluff Redevelopment TIF District Photos: Parcel C Residence, 126 Atwood Street North P1190400.JPGP1190401.JPGP1190402.JPG P1190403.JPGP1190404.JPGP1190405.JPG P1190406.JPGP1190407.JPGP1190408.JPG P1190409.JPGP1190410.JPGP1190411.JPG Page 7 of 8 Shakopee Riverfront Bluff Redevelopment TIF District Photos: Parcel C Residence, 126 Atwood Street North P1190412.JPGP1190413.JPGP1190414.JPG P1190415.JPGP1190416.JPGP1190417.JPG P1190418.JPGP1190419.JPGP1190420.JPG P1190421.JPG Page 8 of 8 Shakopee First Avenue West TIF Letter of Finding Replacement Cost Report SquareFootCostEstimateReport Date:8/7/2017 EstimateName: CityofShakopeeTIFResidential CityofShakopee 3391stAveW,Shakopee,Minnesota,55379 Economy11/2StorywithStuccoonWood BuildingType:Frame Location:SHAKOPEE,MN StoryCount:1.5 StoryHeight(L.F.):8 FloorArea(S.F.):1200 LaborType:RES BasementIncluded:No DataRelease:Year2017Quarter2 Costsarederivedfromabuildingmodelwithbasiccomponents. Scopedifferencesandmarketconditionscancausecoststovarysignificantly. CostPerSquareFoot:$129.55 BuildingCost:$155,456.37 %ofTotalCostPerS.F.Cost 2.14%2.523027.89 01SiteWork 2.523027.89 Footingexcavation,building,26'x46',4'deep 16.22%19.1022925.99 02Foundation 2.152574.10 Footingsystems,10"thickby20"widefooting 7.609125.63 Blockwallsystems,8"wall,grouted,fullheight 6.657984.92 Blockwallsystems,8"wall,grouted,fullheight 2.703241.34 Floorslabsystems,4"thickslab 17.97%21.1525391.50 03Framing 3.053661.87 Floorframingsystems,2"x8",16"OC 1.231476.08 Floorframing,woodjoists,#2orbetter,pine,2"x8",16"OC 0.25296.74 Floorframing,bridging,wood1"x3",joists16"OC 0.18220.48 Boxsills,#2orbetterpine,2"x8" 0.65782.06 Exteriorwallframingsystems,2"x4",16"OC 5.166195.46 Exteriorwallframingsystems,2"x4",16"OC 6.768114.54 Gableendroofframingsystems,2"x8"rafters,16"OC,4/12pitch 0.76907.47 Furring,1"x3",16"OC 3.113736.80 Partitionframingsystems,2"x4",16"OC 15.63%18.4022086.81 04ExteriorWalls 0.62748.78 Stucco,2coats 4.945931.83 Stucco,2coats 0.15176.76 Painting,lath,metallathexpanded2.5lb/SY,painted 1.171400.27 Painting,lath,metallathexpanded2.5lb/SY,painted 0.871043.30 Nonrigidinsul,batts,fbgls,kraftfaced,31/2"thick,R13,15"W 1.021222.31 Nonrigidinsul,batts,fbgls,kraftfaced,12"thick,R38,23"wide 7.629148.36 Slidingwindowsystems,builder'squalitywoodwindow,3'x2' 1.541852.69 Doorsystems,solidcorebirch,flush,3'x6'8" Shakopee First Avenue West TIF Letter of FindingReplacement Cost Report Page 1 of 2 LHB Project No. 170514Residence - 339 1st Ave W 0.47562.51 Stormdoor,al,combination,storm&screen,anodized,3'0"x6'8" 3.38%3.984779.88 05Roofing 3.984779.88 Gableendroofing,asphalt,roofshingles,classA 29.37%34.5941504.82 06Interiors 3.554258.39 Wallsystem,1/2"drywall,taped&finished 9.1811011.58 Wallsystem,1/2"drywall,taped&finished 2.743286.02 1/2"gypsumwallboard,taped&finishedceilings 7.859422.28 Lauan,flushdoor,hollowcore,interior 2.112528.33 Carpet,Olefin,15oz 0.76917.75 Padding,spongerubbercushion,minimum 2.162591.30 Underlaymentplywood,1/2"thick 1.241485.26 Resilientflooring,vinylsheetgoods,backed,.070"thick,minimum 0.67807.82 Resilientflooring,sleepers,treated,16"OC,1"x3" 3.384050.41 Stairways14risers,oaktreads,boxstairs 0.951145.68 Basementstairs,openrisers 4.23%4.985978.95 07Specialties 2.312771.93 Kitchen,economygrade 1.411697.03 Sinks,stainlesssteel,singlebowl16"x20" 1.261509.99 Waterheater,electric,30gallon 7.79%9.1711015.52 08Mechanical 4.094911.06 Threefixturebathroomwithwallhunglavatory 0.931115.05 Furnace,gasheatingonly,100MBH,areato1200SF 0.21256.72 Intermittentpilot,100MBHfurnace 0.82988.53 Supplyduct,rectangular,areato1200SF,rigidfiberglass 1.011213.30 Returnduct,sheetmetalgalvanized,to1500SF 0.911092.20 Lateralducts,flexibleround6"insulated,to1200SF 0.52621.16 Registerelbows,to1500SF 0.33393.17 Floorregisters,enameledsteelw/damper,to1500SF 0.10118.02 Returnairgrille,areato1500SF12"x12" 0.11136.00 Thermostat,manual,1setback 0.14170.31 Plenum,heatingonly,100MBH 3.26%3.854612.61 09Electrical 1.091302.92 100ampelectricservice 0.21257.93 Duplexreceptaclesusingnonmetallicsheathedcable 2.022421.58 Wiringdevicesystems,economyto1200S.F. 0.53630.18 Lightfixturesystems,economyto1200S.F. 100%$117.77$141,323.97 SubTotal 10.00%$11.78$14,132.40 ContractorFees(GeneralConditions,Overhead,Profit) 0.00%$0.00$0.00 ArchitecturalFees 0.00%$0.00$0.00 UserFees $129.55$155,456.37 TotalBuildingCost Shakopee First Avenue West TIF Letter of FindingReplacement Cost Report Page 2 of 2 LHB Project No. 170514Residence - 339 1st Ave W Shakopee First Avenue West TIF Letter of Finding Code Deficiency Cost Report 339 1st Ave W, Shakopee, MN 55379 - Parcel 270010810 Unit Code Related Cost ItemsUnit CostUnits Total Quantity Accessibility Items Floor to Ceiling Height Modify floor to ceiling height to comply with code for minimum height $ SF120024,000.0020.00$ Structural Elements Exterior Brick Walls Repair/replace brick walls to prevent water intrusion per code $ SF12005,928.004.94$ Re-point mortar to prevent water intrusion per code $ SF12001,176.000.98$ Exiting Second Floor Stairway Modify second floor stairway to comply with code for minimum width $ SF12004,056.003.38$ Modify second floor stair hand rail to comply with code $ Lump1100.00100.00$ Basement Stairway Modify basement stair way to comply with code for minimum width $ SF12001,140.000.95$ Install code required hand rail along basement stairway $ Lump1100.00100.00$ Carpeting Remove/replace wrinkled/damaged carpet to allow for unimpeded emergency egress $ SF12003,444.002.87$ First Floor Hallway Modify first floor hallway to comply with code for minimum width $ Lump13,500.003,500.00$ Fire Protection Smoke Detectors Install code compliant smoke detectors $ EA61,500.00250.00$ Carbon Monoxide Detectors Install code compliant carbon monoxide detectors $ EA61,500.00250.00$ Exterior Construction Wood Trim Repair damaged wood trim to prevent water intrusion per code $ Lump1500.00500.00$ Roof Construction Mechanical- Electrical Total Code Improvements46,944$ Shakopee First Avenue West TIF Letter of FindingCode Deficiency Cost Report Page 1 of 1 LHB Project No. 170514Residence - 339 1st Ave W Shakopee First Avenue West TIF Letter of Finding Photos: Residence, 339 1st Avenue West P1140873.JPGP1140874.JPGP1140875.JPG P1140876.JPGP1140877.JPGP1140878.JPG P1140879.JPGP1140880.JPGP1140881.JPG P1140882.JPGP1140883.JPGP1140884.JPG Page 1 of 5 P1140885.JPGP1140886.JPGP1140887.JPG P1140888.JPGP1140889.JPGP1140890.JPG P1140891.JPGP1140892.JPGP1140893.JPG P1140894.JPGP1140895.JPGP1140896.JPG Shakopee First Avenue West TIF Letter of FindingPage 2 of 5Photos LHB Project No. 170514Residence - 339 1st Ave W P1140897.JPGP1140898.JPGP1140899.JPG P1140900.JPGP1140901.JPGP1140902.JPG P1140903.JPGP1140904.JPGP1140905.JPG P1140906.JPGP1140907.JPGP1140908.JPG Shakopee First Avenue West TIF Letter of FindingPage 3 of 5Photos LHB Project No. 170514Residence - 339 1st Ave W P1140909.JPGP1140910.JPGP1140911.JPG P1140912.JPGP1140913.JPGP1140914.JPG P1140915.JPGP1140916.JPGP1140917.JPG P1140918.JPGP1140919.JPGP1140920.JPG Shakopee First Avenue West TIF Letter of FindingPage 4 of 5Photos LHB Project No. 170514Residence - 339 1st Ave W P1140921.JPGP1140922.JPGP1140923.JPG P1140924.JPGP1140926.JPGP1140927.JPG P1140928.JPG Shakopee First Avenue West TIF Letter of FindingPage 5 of 5Photos LHB Project No. 170514Residence - 339 1st Ave W Shakopee First Avenue West TIF Letter of Finding Replacement Cost Report SquareFootCostEstimateReport Date:8/7/2017 EstimateName: CityofShakopeeTIFDoggyDayCare CityofShakopee 3211stAveW,Shakopee,Minnesota,55379 CommercialwithFaceBrick&ConcreteBlock/ BuildingType:WoodTruss Location:SHAKOPEE,MN StoryCount:1 StoryHeight(L.F.):12 FloorArea(S.F.):4600 LaborType:OPN BasementIncluded:No DataRelease:Year2017Quarter2 Costsarederivedfromabuildingmodelwithbasiccomponents. Scopedifferencesandmarketconditionscancausecoststovarysignificantly. CostPerSquareFoot:$134.81 BuildingCost:$620,158.10 %ofTotalCostPerS.F.Cost 12.03%14.7467803.08 ASubstructure A1010StandardFoundations7.9736679.08 Foundationwall,CIP,4'wallheight,directchute,.148CY/LF,7.2PLF,12" 5.2023906.30 thick Stripfooting,concrete,reinforced,load5.1KLF,soilbearingcapacity3KSF, 2.5811874.78 12"deepx24"wide Spreadfootings,3000PSIconcrete,load50K,soilbearingcapacity6KSF,3' 0.20898.00 0"squarex12"deep A1030SlabonGrade5.6525988.67 5.6525988.67 Slabongrade,4"thick,nonindustrial,reinforced A2010BasementExcavation1.125135.33 4'deep,sand,gravel,orcommonearth,onsite Excavateandfill,4000SF, 1.125135.33 storage 32.44%39.75182897.66 BShell B1010FloorConstruction0.251157.50 Woodcolumn,6"x6",20'x25'bay,12'unsupportedheight,72BF/MSF,40 0.251157.50 PSFtotalallowableload B1020RoofConstruction7.1933079.57 7.1933079.57 Woodrooftruss,flat,24"OC,24'to30'span,45PSFLL B2010ExteriorWalls23.10106257.28 Brickwall,compositedoublewythe,standardface/CMUbackup,8"thick, 23.10106257.28 perlitecorefill B2020ExteriorWindows5.0023007.72 1.316030.02 Windows,wood,doublehung,standardglass,3'0"x5'6" 1.064855.52 Windows,wood,awning,standardglass,4'4"x2'8" Aluminumflushtubeframe,thermobreakframe,2.25"x4.5",5'x6'opening, 1.245719.81 nointermediatehorizontals 1.396402.37 Glazingpanel,insulating,1"thickunits,2lites,1/4"floatglass,clear B2030ExteriorDoors2.2910544.45 Shakopee First Avenue West TIF Letter of FindingReplacement Cost Report Page 1 of 3 LHB Project No. 170514Dog Daycare and Grooming Facility - 321 1st Ave W Door,aluminum&glass,withouttransom,widestile,hardware,3'0"x7'0" 1.748004.21 opening Door,steel18gauge,hollowmetal,1doorwithframe,nolabel,3'0"x7'0" 0.552540.24 opening B3010RoofCoverings1.928851.14 Roofing,singleplymembrane,reinforced,PVC,60mils,looselaid,stone 1.928851.14 balleast 20.09%24.62113271.72 CInteriors C1010Partitions7.0032197.58 Woodpartition,5/8"fireratedgypsumboardface,nonebase,2x4,@16"OC 5.7026224.93 framing,sameoppositeface,0insul /8"waterresistantgypsumboardface,nobaselayer,2x4 Woodpartition,5 0.642960.43 @16",5/8"fireratedgypsumboardoppositeface,noinsulation 0.653012.22 Gypsumboard,1faceonly,exteriorsheathing,fireresistant,5/8" C1020InteriorDoors3.9718271.28 Wooddoor/woodframe,solidcore/flush,birchface,3'0"x7'0",pine 3.9718271.28 frame,53/16" C3010WallFinishes2.8212959.00 Painting,interioronplasteranddrywall,walls&ceilings,rollerwork,primer 2.2410307.68 &2coats Painting,interioronplasteranddrywall,walls&ceilings,rollerwork,primer 0.582651.32 &2coats C3020FloorFinishes3.5016110.49 0.231043.25 Integraltopping,1"thick 2.5411696.54 Vinyl,compositiontile,maximum 0.733370.70 maximum Tile,porcelaintype, C3030CeilingFinishes7.3333733.37 Gypsumboardceilings,5/8"fireratedgypsumboard,paintedandtextured 0.482215.96 finish,1"x3"wood,16"OCfurring,woodsupport Acousticceilings,3/4"mineralfiber,12"x12"tile,1"x3"wood,12"OCgrid, 6.8531517.41 woodsupport 35.44%43.44199807.63 DServices D2010PlumbingFixtures3.2314874.17 0.683127.30 Watercloset,vitreouschina,tanktype,wallhung,closecoupled2piece 0.411866.74 Lavatoryw/trim,wallhung,PEonCI,20"x18" 1.667614.68 Kitchensinkw/trim,countertop,stainlesssteel,19"x18"singlebowl 0.16758.71 Laundrysinkw/trim,plastic,onwallorlegs,20"x24"singlecompartment 0.301362.32 Shower,stall,polypropylene,moldedstonereceptor,32"square 0.03144.42 Watercooler,electric,wallhung,dualheight,14.3GPH D2020DomesticWaterDistribution1.878597.92 1.878597.92 Electricwaterheater,commercial,100<Frise,80gal,12KW49GPH D2040RainWaterDrainage1.285884.45 0.532438.59 Roofdrain,DWVPVC,4"diam,diam,10'high 0.06260.85 Roofdrain,DWVPVC,4"diam,foreachadditionalfootadd 0.693185.01 Roofdrain,DWVPVC,5"diam,10'high D3050Terminal&PackageUnits6.1128083.64 6.1128083.64 Splitsystem,aircooledcondensingunit,medicalcenters,5,000SF,11.66ton D4010Sprinklers3.6516791.66 3.6516791.66 Wetpipesprinklersystems,steel,lighthazard,1floor,10,000SF D5010ElectricalService/Distribution9.9645800.80 Shakopee First Avenue West TIF Letter of FindingReplacement Cost Report Page 2 of 3 LHB Project No. 170514Dog Daycare and Grooming Facility - 321 1st Ave W Overheadserviceinstallation,includesbreakers,metering,20'conduit& 1.687709.60 wire,3phase,4wire,120/208V,800A 4.1118926.40 Feederinstallation600V,includingRGSconduitandXHHWwire,800A Switchgearinstallation,inclswitchboard,panels&circuitbreaker,120/208 4.1719164.80 V,3phase,800A D5020LightingandBranchWiring12.4357192.10 Receptaclesinclplate,box,conduit,wire,20per1000SF,2.4WperSF,with 5.2924345.41 transformer 0.341571.36 Miscellaneouspower,1.2watts 0.632894.69 Centralairconditioningpower,4watts Fluorescentfixturesrecessmountedinceiling,1.6wattperSF,40FC,10 6.1728380.64 fixtures@32wattper1000SF D5030CommunicationsandSecurity4.8522303.13 0.009.54 Telephonewiringforoffices&laboratories,8jacks/MSF 2.8313023.28 includesoutlets,boxes,conduitandwire 0.843879.70 Firealarmcommandcenter,addressablewithoutvoice,excl.wire&conduit 1.175390.61 Internetwiring,4data/voiceoutletsper1000S.F. D5090OtherElectricalSystems0.06279.76 Generatorsets,w/battery,charger,mufflerandtransferswitch,gas/gasoline 0.06279.76 operated,3phase,4wire,277/480V,100kW 0%00 EEquipment&Furnishings E1090OtherEquipment00 0%00 FSpecialConstruction 0%00 GBuildingSitework 100%$122.55$563,780.09 SubTotal 10.00%$12.26$56,378.01 ContractorFees(GeneralConditions,Overhead,Profit) 0.00%$0.00$0.00 ArchitecturalFees 0.00%$0.00$0.00 UserFees $134.81$620,158.10 TotalBuildingCost Shakopee First Avenue West TIF Letter of FindingReplacement Cost Report Page 3 of 3 LHB Project No. 170514Dog Daycare and Grooming Facility - 321 1st Ave W Shakopee First Avenue West TIF Letter of Finding Code Deficiency Cost Report 321 1st Ave W, Shakopee, Minnesota 55379 - Parcel ID 270010820 Unit Code Related Cost ItemsUnit CostUnits Total Quantity Accessibility Items Thresholds Modify exterior door thresholds to comply with ADA code for maximum height $ EA2500.00250.00$ Door Hardware Install code compliant door hardware $ EA123,000.00250.00$ Structural Elements $ - Exiting Glass Doors Install code compliant 10-inch kick plates on glass doors $ EA4400.00100.00$ Fire Protection Building Sprinkler System Install code required building sprinkler system $ SF460016,790.003.65$ Smoke Detectors Install code compliant smoke detectors $ SF46009,200.002.00$ Emergency Notification System Install code compliant emergency notification system $ SF46003,818.000.83$ Exterior Construction Steel Lintels Protect steel lintels from rusting per code $ EA101,000.00100.00$ Mortar Joints Re-point mortar joints to prevent water intrusion per code $ SF46006,900.001.50$ Roof Construction Roofing Transition Install a code compliant roofing transition to brick surface $ Lump12,500.002,500.00$ Roofing Material Remove leaking roofing material $ SF46003,450.000.75$ Install code compliant roofing material to prevent water intrusion $ SF46008,832.001.92$ Mechanical- Electrical Mechanical Install code compliant HVAC system $ SF460028,106.006.11$ Shakopee First Avenue West TIF Letter of FindingCode Deficiency Cost Report Page 1 of 2 LHB Project No. 170514Dog Daycare and Grooming Facility - 321 1st Ave W Unit Code Related Cost ItemsUnit CostUnitsTotal Quantity Electrical Upgrade electrical service for new HVAC system $ SF460013,800.003.00$ Install code compliant emergency lighting system $ SF46005,750.001.25$ Total Code Improvements104,046$ Shakopee First Avenue West TIF Letter of FindingCode Deficiency Cost Report Page 2 of 2 LHB Project No. 170514Dog Daycare and Grooming Facility - 321 1st Ave W Shakopee First Avenue West TIF Letter of Finding Photos: Dog Daycare and Grooming Facility, 321 1st Avenue West P1140929.JPGP1140930.JPGP1140931.JPG P1140932.JPGP1140933.JPGP1140934.JPG P1140935.JPGP1140936.JPGP1140937.JPG P1140938.JPGP1140939.JPGP1140940.JPG Page 1 of 4 P1140941.JPGP1140942.JPGP1140943.JPG P1140944.JPGP1140945.JPGP1140946.JPG P1140947.JPGP1140948.JPGP1140949.JPG P1140950.JPGP1140951.JPGP1140952.JPG Shakopee First Avenue West TIF Letter of FindingPage 2 of 4Photos LHB Project No. 170514Dog Daycare and Grooming Facility - 321 1st Ave W P1140953.JPGP1140954.JPGP1140955.JPG P1140956.JPGP1140957.JPGP1140958.JPG P1140959.JPGP1140960.JPGP1140961.JPG P1140962.JPGP1140963.JPGP1140964.JPG Shakopee First Avenue West TIF Letter of FindingPage 3 of 4Photos LHB Project No. 170514Dog Daycare and Grooming Facility - 321 1st Ave W P1140965.JPGP1140966.JPGP1140967.JPG P1140968.JPGP1140969.JPG Shakopee First Avenue West TIF Letter of FindingPage 4 of 4Photos LHB Project No. 170514Dog Daycare and Grooming Facility - 321 1st Ave W Supplemental Site Investigation City of Shakopee Redevelopment Scott Street North and 1st Avenue West Shakopee, Scott County, Minnesota June 1, 2018 Terracon Project No. MP185083 Prepared for: City of Shakopee Shakopee, Minnesota Prepared by: Terracon Consultants, Inc. Minneapolis, Minnesota June 1, 2018 City of Shakopee 485 Gorman Street Shakopee, MN 55379-1328 Michael Kerski, Director of Planning and Development (952) 233-9346 E: mkerski@shakopeemn.gov City of Shakopee Redevelopment Scott Street North and 1st Avenue West ShakopeeScottMinnesota MP185083 Mr. Kerski: Terracon Consultants, Inc. (Terracon) is pleased to submit our report of (SSI) activities completed at the Site referenced above. The report presents data from recent field activities that included the collection and chemical analyses of soil and soil vapor samples during an environmental investigation. The activities were completed in conjunction with the geotechnical field investigation completed on May 14 and 15, 2018, as well as the Phase I Environmental Site Assessment (ESA) for the Site. Terracon conducted the SSI in general accordance with Terracon Proposal No. PMP185083 dated April 23, 2018. Terracon appreciates this opportunity to provide environmental services to the City of Shakopee. Should you have any questions or require additional information, please do not hesitate to contact our office. Sincerely, Terracon Consultants, Inc. Eric P. Stommes Senior Scientist Jocelyn E. Blase Kenneth P. Olson Senior Staff Geologist Office Manager Terracon Consultants, Inc. 13400 15th Avenue N Minneapolis, MN 55441 P (763) 489-3100 F (763) 489-3101 terracon.com TABLE OF CONTENTS SITE DESCRIPTION ....................................................................................................... 1 SCOPE OF SERVICES ................................................................................................... 3 2.1 Standard of Care.................................................................................................. 4 2.2 Additional Scope Limitations ................................................................................ 4 2.3 Reliance ............................................................................................................... 5 FIELD INVESTIGATION ................................................................................................. 5 3.1 Soil Sampling Procedures .................................................................................... 5 Soil Borings .............................................................................................. 5 Hand Auger Borings ................................................................................. 6 Field Screening and Sample Collection .................................................... 6 3.2 Groundwater Sampling Procedure ....................................................................... 7 3.3 Soil Vapor Sampling ............................................................................................ 7 RESULTS OF THE FIELD INVESTIGATION .................................................................. 8 4.1 Geology/Hydrogeology ........................................................................................ 8 4.2 Field Screening .................................................................................................... 9 ANALYTICAL RESULTS ................................................................................................ 9 5.1 Soil Sample Results ............................................................................................. 9 5.2 Soil Vapor Results ............................................................................................. 11 5.3 Suspect Asbestos Containing Materials ............................................................. 12 CONCLUSIONS ............................................................................................................ 12 RECOMMENDATIONS ................................................................................................. 13 APPENDIX A EXHIBITS Figure 1 Topographic Map Figure 2 Site Diagram APPENDIX B SOIL BORING LOGS Boring Logs Vapor Intrusion Sample Information Form APPENDIX C ANALYTICAL TABLES Table 1 Summary of Soil Analytical Results Table 2 Summary of Soil Vapor Analytical Results APPENDIX D ANALYTICAL REPORT AND CHAIN OF CUSTODY ii SUPPLEMENTAL SITE INVESTIGATION City of Shakopee Redevelopment st Scott Street North and 1 Avenue West Shakopee, Scott County, Minnesota Terracon Project No. MP185083 June 1, 2018 SITE DESCRIPTION The approximate 2.7-acre Site is comprised of eight parcels, located north of the intersection of 1st Avenue West and Scott Street, just south of the Minnesota River in Shakopee, Scott County, Minnesota. The Site consists of the following parcels. st 321 1 Avenue West consists of an approximately 4,600 square foot, single-story commercial building and adjoining paved parking lot. Assigned Parcel Identification Numbers (PIN) 270010820 and 270010830 (0.33 acre). st 339 1 Avenue West - consists of an approximately 1,300 square foot, two-story residence with a partial basement and a detached garage. Assigned PIN 270010810 (0.18 acre). 126 Atwood Street North consists of an approximately 3,400 square foot, two- story residence with a basement. Assigned PIN 270010880 (0.3 acre). Vacant lots - Vacant, landscaped lots including portions of Levee Drive. A former shed is located on the southeast corner of one of the lots. Assigned PINs 270010870 and 270010890 (0.08 and 0.58 acre, respectively). Vacant lot - Vacant, landscaped lot north of Levee Drive and including portions of the river walkway. This lot does not have an assigned street address nor a PIN (0.61 acre). Rahr Parcel - Undeveloped wooded lot northwest of Scott Street North. Consists not have an assigned street address (0.61 acre). It is understanding that the City of Shakopee is in the process of purchasing parcels east of Scott Street North to facilitate the development of a multi-tenant apartment building with a developer. The Rahr Parcel, located west of Scott Street may be purchased in the future and used as a storm water retention pond. A Topographic Map showing the Site location is included as Exhibit 1, and a figure showing the Site layout with boring locations is included as Exhibit 2 in Appendix A. Terracon completed this Supplemental Site Investigation (SSI) in conjunction with a Phase I Environmental Site Assessment (ESA) dated May 2018, as well as a geotechnical exploration program which is underway. Both reports are provided under separate covers. Responsive Resourceful Reliable Supplemental Site Investigation st Scott Street N & 1 Avenue W Parcels Shakopee, MN June 1, 2018 Terracon Project No. MP185083 Based on a review of available historical information, the Site has been developed since at least the 1860s. Several of the parcels were developed with residences in the late-1800s and early- 1900s, and a limestone quarry was present on the northern parcels from at least 1890 through 1910. By the 1960s, the Site appeared as it does today with two residences, a commercial building, parking lots, and vacant/wooded land. Surrounding properties have historically consisted of residential and commercial development. The Minnesota River is located north of the Site. The City of Shakopee provided three reports completed by others for the southern developed parcels, including the 321 and 339 parcels. The Phase I ESA dated August 31, 2017 for the st residential property at 339 1 Avenue West indicated that the parcel has historically had a residential use with multiple detached garages/sheds. The Phase I ESA identified the potential for off-site facilities to impact the 339 parcel and the potential for a water well on the 339 parcel as recognized environmental conditions (RECs). st The Phase I ESA dated September 5, 2017 for the 321 1 Avenue West parcel indicated that it has been developed for residential/commercial use since at least 1937 and was most recently occupied by a one-story commercial building used Phase I ESA identified RECs related to the potential for off-site facilities to impact the parcel and the former tenants of the parcel building (former printing and auto repair business) to impact the parcel. To further asses the RECs identified on the two parcels, a Limited Phase II ESA dated December 4, 2017 was completed, which included the drilling of four soil borings, collection of soil samples for field screening and chemical analyses, and collection of three soil gas samples. During the assessment, bedrock was encountered from 2.5 to 6 feet below grade (bg). No groundwater was encountered above the shallow bedrock. The recovered soil samples did not reveal field indications of impacts, and the laboratory analyses only revealed relatively low diesel range organic (DRO) impacts (i.e., below the criteria for regulated fill). In the soil vapor analysis, no volatile organic compounds (VOCs) were detected above their respective 33X Residential Intrusion Screening Values (ISVs), except for 1,3-butadiene. The May 2018 Terracon Phase I ESA identified the following RECs for the Site. st Former Site Operations: The commercial building located at 321 1 Avenue West formerly operated as a print shop and an auto repair facility. Although no violations have been reported regarding the printing or auto repair operations, the potential for chemicals used in former operations to have impacted the soil and/or groundwater beneath the Site via floor drains or other pathways represents a REC. Responsive Resourceful Reliable 2 Supplemental Site Investigation st Scott Street N & 1 Avenue W Parcels Shakopee, MN June 1, 2018 Terracon Project No. MP185083 On-Site Dumping: Terracon observed evidence of dumping and debris on the Rahr parcel during the Site visit. Debris included furniture, concrete rubble, metals scrap, bricks, and small oil containers. The historical Sanborn Fire Insurance Maps also indicated that the northern parcels including the Rahr parcel had been occupied by a limestone quarry, suggesting that the quarry may have been filled with uncontrolled material. Furthermore, Mr. Kerski noted that during installation of underground utilities on the south side of the Rahr parcel, debris was intermixed with the soil. The suspected uncontrolled filling of the former limestone quarry is considered a REC for the Site. Up-Gradient Leak Site: Located south-southwest of the Site, the former CYS Amoco/Stop & Shop facility is listed as an underground storage tank (UST) facility and a Petroleum Remediation Site (LS0004711). A petroleum release was discovered in December 1991 with reported impacts to soil and groundwater. The leak was issued closure by the Minnesota Pollution Control Agency (MPCA) in February 2000. Additional information was not provided on My Neighborhood (WIMN) online database or the regulatory database report; however, Terracon has requested additional files from MPCA for review. Based on the potential for the petroleum release to have impacts groundwater beneath the Site, this release is considered a REC. SCOPE OF SERVICES To further assess the RECs identified for the Site, Terracon completed the following scope of work in support of the redevelopment: An environmental field technician monitored the subsurface materials encountered at each investigation location during drilling of the geotechnical soil borings. Soils were classified in the field in accordance with ASTM D 2487 "Unified Soils Classification System" and ASTM D 2488 "Recommended Practice for Visual and Manual Description of Soils." Soil samples were screened for visual or olfactory indications of contamination. Samples were also collected for field screening for organic vapors using headspace analyses using a photoionization detector (PID) in accordance with MPCA guidance. The PID was equipped with a 10.6-electron-volt (eV) lamp and calibrated at least daily to an isobutylene standard. Collected soil samples from select soil borings for chemical analyses for the following parameters: VOCs using United States Environmental Protection Agency (EPA) Method 8260; the 8 Resource Conservation and Recovery Act (RCRA) metals using EPA Methods 6010/6020 and 7471; polynuclear aromatic hydrocarbons (PAHs) using EPA Method 8270; and DRO/GRO using the Wisconsin Department of Natural Responsive Resourceful Reliable 3 Supplemental Site Investigation st Scott Street N & 1 Avenue W Parcels Shakopee, MN June 1, 2018 Terracon Project No. MP185083 Resources Methods. The samples were collected from intervals that exhibited field indications of contamination, or if no indications of contamination were observed, from intervals that are anticipated to be excavated during redevelopment. Terracon collected eight soil samples from the geotechnical/environmental soil borings for laboratory analysis. Advanced five soil vapor probes to depths ranging from three to seven feet bg, dictated by the depth to bedrock, in order to collect soil vapor samples for chemical analyses of VOCs using EPA Method TO-15. The soil vapor probes were placed within the footprint of the proposed building. Soil vapor samples were collected using the Geoprobe® Post-Run Tubing method. st Advanced two hand auger borings inside the building located at 321 1 Avenue West near current or former floor drains and chemical/petroleum storage areas. Collected one soil sample from each boring for field screening and analytical testing. Soil samples were collected for laboratory analysis of DRO, GRO, VOCs, 8 RCRA Metals, and PAHs. Prepared this SSI report. The scope of services was not intended to identify every chemical possibly associated with the Site. Similarly, the proposed scope was not intended to determine the extent or magnitude of existing contamination, if encountered. 2.1 Standard of Care the profession undertaken in similar studies in the same geographical area during the same time. Terracon makes no warranties, either express or implied, regarding the findings, conclusions, or recommendations. Please note that Terracon does not warrant the work of laboratories, regulatory agencies, or other third parties supplying information used in the preparation of the report. These SSI services were performed in accordance with the scope of work agreed with you, our client, as reflected in our proposal and were not restricted by ASTM E1903-11. 2.2 Additional Scope Limitations Findings, conclusions, and recommendations resulting from these services are based upon information derived from the on-site activities and other services performed under this scope of work; such information is subject to change over time. Certain indicators of the presence of hazardous substances, petroleum products, or other constituents may have been latent, inaccessible, unobservable, non-detectable, or not present during these services. We cannot Responsive Resourceful Reliable 4 Supplemental Site Investigation st Scott Street N & 1 Avenue W Parcels Shakopee, MN June 1, 2018 Terracon Project No. MP185083 represent that the Site contains no hazardous substances, toxic materials, petroleum products, or other latent conditions beyond those identified during this SSI. Subsurface conditions may vary from those encountered at specific borings or wells or during other surveys, tests, assessments, investigations, or exploratory services. The data, interpretations, findings, and our recommendations are based solely upon data obtained at the time and within the scope of these services. 2.3 Reliance This report has been prepared for the exclusive use of the City of Shakopee. Any authorization for use or reliance by any other party is prohibited without the express written authorization of City of Shakopee and Terracon. Any unauthorized distribution or reuse is at sole risk. Notwithstanding the foregoing, reliance by authorized parties will be subject to the terms, conditions, and limitations stated in the proposal, S Services. FIELD INVESTIGATION Terracon conducted the fieldwork under a site-specific safety plan developed for this project. Work was performed using EPA Level D work attire consisting of hard hats, safety glasses, protective gloves, reflective vests, and protective boots. Prior to beginning the field investigation, public utilities were cleared through Gopher State One Call system. Terracon also contracted with Private Underground, a private locating service, to clear privately-owned utilities near the drilling locations. 3.1 Soil Sampling Procedures Soil Borings Terracon drilled 19 soil borings using a Geoprobe® 8040DT with hollow-stem augers; note that boring B-1 was not drilled owing to access limitations. Soil samples were collected using split-barrel sampling procedures. To conduct the split barrel sampling procedure, a standard 2-inch outer diameter split barrel sampling spoon is driven into the ground by a 140-pound automatic hammer falling a distance of 30 inches. Four samples were obtained in the upper 10 feet of each boring, and one sample was obtained at 5-foot intervals thereafter. The hollow stem augers and drill rig were pressure washed prior to mobilization, and the split spoon sampler was decontaminated between soil sample collection with a Alconox®/ distilled water solution. Following sampling, the boreholes were sealed with bentonite grout, and the surface restored. Soil cutting from the soil borings were thin spread on the ground. Responsive Resourceful Reliable 5 Supplemental Site Investigation st Scott Street N & 1 Avenue W Parcels Shakopee, MN June 1, 2018 Terracon Project No. MP185083 Hand Auger Borings For the interior hand auger borings, Terracon initially cored the floor slab with an electric coring machine and then used a clean stainless steel hand auger to collect soil samples. Following sampling, the auger hole was filled with bentonite and the floor was patched with concrete. Field Screening and Sample Collection At each soil sampling location, Terracon classified the soil obtained from each interval, field screened the soil using a PID, and collected soil samples as determined by field indications of possible contamination, the presence of apparent fill/debris, or the proposed building layout. Terracon field-screened soil samples for the presence of organic vapors using a PID, which was equipped with a 10.6- eV lamp source. The PID was calibrated in accordance with the manufacturer's recommendations prior to field activities. The detector provides a direct reading of organic vapors in parts per million isobutylene equivalents. Terracon collected soil samples for analytical testing from the following boring locations and intervals: Location Rationale Depth Analytical Parameters* Boring (feet) Identifier VOCs, 8 RCRA Metals, Rahr Parcel - interval of observed debris 8 to 10 B-2 PAHs, DRO and GRO VOCs, 8 RCRA Metals, Rahr Parcel - interval of observed debris 6 to 8 B-3 PAHs, DRO and GRO VOCs, 8 RCRA Metals, Southeast parcel and area of 2017 0 to 2 B-8 Limited Phase II boring. PAHs, DRO and GRO VOCs, 8 RCRA Metals, Southeast parcel and area of 2017 1 to 3 B-10 Limited Phase II boring. PAHs, DRO and GRO VOCs, 8 RCRA Metals, Central parcel and interval of observed 7 to 9 B-11 debris. PAHs, DRO and GRO VOCs, 8 RCRA Metals, North-central parcel and interval of 13 to 15 B-13 observed debris. PAHs, DRO and GRO VOCs, 8 RCRA Metals, North-central parcel and interval of 8 to 10 B-14 observed debris. PAHs, DRO and GRO VOCs, 8 RCRA Metals, East parcel and interval of observed 13 to 15 B-20 debris. PAHs, DRO and GRO Interior boring NW corner of commercial VOCs, 8 RCRA Metals, building near current or former floor drains 0 to 1 HA-1 PAHs, DRO and GRO and chemical/petroleum storage areas Responsive Resourceful Reliable 6 Supplemental Site Investigation st Scott Street N & 1 Avenue W Parcels Shakopee, MN June 1, 2018 Terracon Project No. MP185083 Interior boring NE corner of commercial VOCs, 8 RCRA Metals, building near current or former floor drains 0 to 1 HA-2 PAHs, DRO and GRO and chemical/petroleum storage areas Terracon packaged each sample in laboratory-provided containers, preserved as appropriate, and labeled the containers with a unique sample identifier, sample location and depth interval, and sample collection time. This information was also recorded on the chain of custody. The containers were then placed in an ice-chilled cooler and transported to Pace Analytical, Inc. (Pace) in Minneapolis, Minnesota, which is accredited by National Environmental Laboratory Accreditation Program. 3.2 Groundwater Sampling Procedure Groundwater was not encountered during the SSI field activities. Based on data reported on nearby water well logs as reviewed on the Minnesota Department of Health (MDH) Minnesota Well Index (CWI) database, groundwater in the area of the Site is estimated at approximately 55 feet bg. 3.3 Soil Vapor Sampling Terracon advanced five soil vapor probes to depths ranging from three to seven feet bg within the area of the proposed building. Push-probe drilling techniques were used to advance the soil vapor probes. The temporary soil gas probes were constructed with a surface seal around the drilling rods to prevent short-circuiting. Soil vapor samples were collected using PRT methods. A sampling train was constructed with new, inert materials following advancement of the PRT system. A shut-in test was then performed to detect leaks in the connections in the sampling train (i.e., sample tubing, valves and moisture filter). To conduct the shut-in test, the valve leading to the sampling tube was closed, and air was drawn out of the sampling train until a vacuum of about 25 inches of mercury was read on the canister gauge. The gauge was then monitored for a minimum of 60 seconds to ensure pressure in sampling train did not leak. If pressure was lost, fittings were checked and re-established before performing a subsequent shut-in test. Following the shut-in test, the two-way valve was re-opened and at air were purged from the tubing. The valve on the sampling canister, which was equipped with a 250-milliter per minute flow controller, was then opened, and the initial pressure reading on the gauge was recorded. The sampling canister valve remained open to collect the sample until the gauge read nearly zero. Following sample collection, a PID equipped with a 10.6 eV lamp was connected to the tubing to collect an organic vapor measurement. The sampling locations are shown on Exhibit 2. Soil gas samples were analyzed by Pace for VOCs using EPA Method TO-15. Responsive Resourceful Reliable 7 Supplemental Site Investigation st Scott Street N & 1 Avenue W Parcels Shakopee, MN June 1, 2018 Terracon Project No. MP185083 RESULTS OF THE FIELD INVESTIGATION 4.1 Geology/Hydrogeology The boring logs in Appendix B detail the observed soil stratigraphy. In general, on the southern portion of the Site (borings B-5, B-6, B-7, B-8, B-9, and B-10), Terracon encountered fill soil consisting of silty sand and sand with gravel to the weathered limestone bedrock surface ranging from approximately 2.5 to 3.5 feet bg. The HSA auger was drilled an additional 0.0 to 1.1 feet into the weathered bedrock until refusal was encountered. On the eastern portion of the Site (borings B-15, B-16, and B-17), Terracon encountered the bedrock surface ranging from the surface to approximately 3.5 feet bg. The HSA auger was drilled an additional 0.4 to 3.0 feet into the weathered bedrock until refusal was encountered. In the central portion of the Site (borings B-11, B-12, B-13, B-14, B-18, B-19, B-20), Terracon encountered fill consisting of silty sand and sandy lean clay intermixed with sand and gravel to depths ranging from approximately 7.8 to 19.5 feet bg. This fill was underlain by weathered limestone bedrock where the HSA auger was drilled up to an additional 5 feet into bedrock. On the Rahr parcel (borings B-2, B-3, B-4), Terracon encountered fill consisting of silty sand to depths ranging from 13.5 to 18.5 feet bg. In boring B-3, native poorly graded sand was encountered from 13.5 to 20 feet bg. This fill and native sand was underlain by weathered limestone bedrock where the HSA auger was drilled up to an additional 5.9 feet into bedrock. Terracon observed debris in borings B-2, B-11, B-13, and B-20, at depths ranging from approximately 6 to 15 feet bg. Debris included slag, brick, metal, glass, coal, and wood. In addition, Terracon noted apparent roofing material in boring B-11 from 6 to 8 feet bg. In summary, based upon the depth of bedrock and presence of fill and debris, it appears the former limestone quarry extended to depths ranging from approximately 13.5 to 20 feet bg and was located on north side of the Site, east of Scott Street and extends west onto the Rahr parcel. Based upon visual observations, only portions of the Rahr parcel had been backfilled as evidenced by the ravine-like feature extending west to east with surficial debris being present. In the two interior hand auger borings, coarse sand was encountered below the floor slab, and bedrock was encountered within one foot. Also note that groundwater was not encountered during field investigation. Responsive Resourceful Reliable 8 Supplemental Site Investigation st Scott Street N & 1 Avenue W Parcels Shakopee, MN June 1, 2018 Terracon Project No. MP185083 4.2 Field Screening The field screening results are summarized on the boring logs in Appendix B. PID readings were recorded between 0.0 and 3.0 parts per million (ppm). No PID headspace readings were considered above background in the soil samples from the push probes. Soil vapor samples were also field screened with the PID, following sample collection. Sample SV-5 had a PID reading of 0.5 ppm, which is considered background. The remaining vapor points had PID readings of 0.0 ppm. ANALYTICAL RESULTS Summary tables with the analytical results are included in Appendix C. The laboratory analytical report and chain-of-custody record are attached in Appendix D. The following sections describe the results of the analytical testing. 5.1 Soil Sample Results Terracon collected one soil sample for chemical analyses from eight of the 19 exterior borings, and one from each interior hand-auger borings. Soil samples were collected from intervals that exhibited field indications of possible contamination, the presence of debris, or if no indications of contamination were observed, from intervals that are anticipated to be excavated during redevelopment. Table 1 in Appendix C provides a summary of the analytical results for the soil samples that were collected. The soil analytical results were compared to applicable action levels published by the MPCA. These action levels include Soil Reference Values (SRVs), which were developed for different land use scenarios. Based on the proposed use of the Site as a residential complex, results were compared to Residential SRVs. The SRVs are primarily based on the risks via human contact with impacted soil. If a soil contaminant concentration is above a SRV, the MPCA concludes there may be a risk to human health and further assessment, response actions, and/or institutional controls may be required. The results were also compared to MPCA-established Screening Soil Leaching Values (SLVs), which assess the risks to groundwater from a soil contaminant. Some parameters, including DRO and GRO, do not have established SRVs or SLVs. The MPCA has provided guidance regarding the off-site reuse of petroleum-contaminated fill soil as referenced i Off-Site Reuse of Unregulated Fill, February 2012. One of the criteria for unregulated fill includes DRO/GRO concentrations being below 100 milligrams per kilogram (mg/kg). Responsive Resourceful Reliable 9 Supplemental Site Investigation st Scott Street N & 1 Avenue W Parcels Shakopee, MN June 1, 2018 Terracon Project No. MP185083 Analytical results indicated the following: Arsenic was detected in six of the samples at concentrations ranging from 6.1 to 13.7 mg/kg, exceeding the Screening SLV for arsenic of 5.8 mg/kg. In addition, samples B-10 (1-, B-11 (7-, B-14 (8-10and B-20 (13- were detected at concentrations exceeding the Residential SRV for arsenic of 9 mg/kg. The remaining borings had detections of arsenic exceeding laboratory reporting limits, but below Residential SRVs or Screening SLVs. Note that these arsenic concentrations are within the naturally-occurring range for this area of Minnesota. Chromium was detected in sample B-2 (8- at a concentration of 71.3 mg/kg, exceeding the Screening SLV of 36 mg/kg. Chromium was detected in the remaining borings at concentrations exceeding laboratory reporting limits, but below its respective Residential SRVs and Screening SLVs. Also note that the referenced Screening SLV for chromium is for hexavalent chromium and the laboratory reported the chromium result as a total of trivalent and hexavalent chromium. Additional testing would be required to determine the hexavalent fraction, which has a lower action level (i.e., 36 mg/kg as the Screening SLV). Lead was detected in samples B-11 (7- and B-14 (8-at concentrations of 575 and 477 mg/kg, respectively, exceeding the Residential SRV of 300 mg/kg. In sample B-20 (13-, lead was detected at a concentration of 2,240 mg/kg, exceeding both the Residential and Industrial SRV of 700 mg/kg. Per the cli approval, additional testing for lead is being conducted using the Toxicity Characteristic Leaching Procedure (TCLP) in five of the soil samples where lead was detected above 100 mg/kg. The TCLP method is used to determine whether a compound is characteristically hazardous based on its concentration. The TCLP analysis has not been completed to date. Mercury was detected in samples B-13 (13- and B-20 (13- at concentrations of 0.99 and 0.53 mg/kg, respectively, exceeding the Residential SRV of 0.5 mg/kg. The remaining RCRA metal compounds were either detected below their respective laboratory reporting limits, or below the Screening SLVs and Residential SRVs. Benzene was detected in sample B-13 (13- at a concentration of 0.051 mg/kg, exceeding the Screening SLV of 0.017mg/kg. In addition, tetrachloroethene (PCE) was detected in sample B-11 (7- at a concentration of 0.23 mg/kg, exceeding the Screening SLV of 0.042 mg/kg. The remaining VOC compounds were either detected below their respective laboratory reporting limits, or below the Screening SLVs and Residential SRVs. Responsive Resourceful Reliable 10 Supplemental Site Investigation st Scott Street N & 1 Avenue W Parcels Shakopee, MN June 1, 2018 Terracon Project No. MP185083 Several PAHs exceeding the laboratory reporting limits were detected in samples B-2 through B-20; however, with the exception of the Benzo(a)pyrene (BaP) Equivalent in sample B-13 (13-, none exceeded the Screening SLVs or Residential SRVs. The BaP Equivalent was calculated for sample B-13 (13-at a concentration of 1.6 m/kg, exceeding the Screening SLV of 1.4 mg/kg. DRO was detected in samples B-2, B-8, B-10, B-11, B-13, B-14 and B-20 at concentrations ranging from 11.3 to 220 mg/kg. Sample B-20 (13- was the only sample with a DRO concentration exceeding the MPCA off-site reuse of petroleum-contaminated fill soil of 100 mg/kg. GRO was not detected above the respective laboratory reporting limits for any of the samples. 5.2 Soil Vapor Results The soil vapor analytical results are summarized on Table 2 in Appendix C, and the laboratory analytical report is included in Appendix D. Based on the proposed redevelopment as an apartment complex, the soil vapor results were compared to MPCA ISVs for Residential use. The ISVs were developed by the MPCA in coordination with the Minnesota Department of Health (MDH) to be used as screening values in evaluating risks posed by the volatile compounds in indoor air. The potential for indoor air to be impacted by soil vapor intrusion can also be assessed using the ISVs. Per MPCA guidance, soil vapor results for contaminants associated with non-petroleum and petroleum VOC releases should be compared to 33 times (33X) the ISV, for buildings with competent floor slabs (i.e. no dirt floors or open penetrations to exterior soils), to assess vapor intrusion risk. Soil vapor concentrations greater than 33X the ISV indicate a higher potential for risk associated with vapor intrusion, and a site with contaminants greater than 33X the ISV could require mitigation of soil vapor to limit the potential for vapors to enter the building. For certain compounds, the MPCA has also established Expedited ISVs. In the event contaminant concentrations exceed 33X the Expedited ISV or in the event of concentrations of TCE exceed 33x the ISV and a pregnant woman is present, expedited action (i.e., within 30 days of receipt of laboratory data) may be necessary. It is important to note the MPCA typically requires collection of two rounds of soil vapor samples in order to make a determination that vapor mitigation is not needed for non-petroleum and petroleum VOC-related contaminants. One round should be collected during the non-heating months of the year (April through October), and the second round should be collected during the heating months of the year (November through March). The laboratory results indicated that several VOC compounds were detected in samples SV-1 through SV-5; however, none exceeded the Residential 33X ISVs. Responsive Resourceful Reliable 11 Supplemental Site Investigation st Scott Street N & 1 Avenue W Parcels Shakopee, MN June 1, 2018 Terracon Project No. MP185083 5.3 Suspect Asbestos Containing Materials In boring B-11 from 6 to 8 feet bgs, Terracon noted an apparent roofing material. Roofing material is considered a suspect asbestos containing material (ACM), and per the client approval, Terracon submitted the sample to EMSL Analytical, Inc. for analysis of ACM by EPA 600/R- 93/116 Method using Polarized Light Microscopy. The result was non-detect for asbestos. The EMSL lab report is provided in Appendix D. CONCLUSIONS Based on the scope of services described in this report and subject to the limitations described herein, Terracon concludes the following. Based upon the depth of bedrock and presence of fill and debris, it appears the former limestone quarry extended to depths ranging from approximately 13.5 to 20 feet bg and was located on north side of the Site, east of Scott Street and extends west onto the Rahr parcel. Based upon visual observations, only portions of the Rahr parcel had been backfilled as evidenced by the ravine-like feature extending west to east with surficial debris evident. Analytical testing biased toward the fill with debris layers indicated petroleum and non-petroleum impacts. Of note, several of the arsenic, lead, and mercury concentrations exceeded their respective Residential SRVs acknowledging that the arsenic concentrations are within the naturally-occurring range for this area. PCE, a chlorinated solvent commonly associated with dry cleaning, was detected in sample B-11 (7-w its Residential SRV. The source of this solvent could be related to impacted fill backfilled on the Site in the past, or potentially from the west-adjoining former dry cleaner, although migration of solvents through the vadose zone (unsaturated) from the former dry cleaner to the Site is unlikely. Several relatively low petroleum-related VOCs were also detected samples B-13 (13--14 (8-, which correspond to the higher DRO concentrations. st The interior assessment next to floor drains at 321 1 Avenue West, where a historic printing and auto repair operated, did not indicate evidence of a release at the assessment locations. Terracon collected five soil gas samples from the Site and no VOCs were detected above their respective 33X Residences ISVs; the 33X Residential ISV is an action level that could trigger vapor response actions for the redevelopment. Also note Responsive Resourceful Reliable 12 Supplemental Site Investigation st Scott Street N & 1 Avenue W Parcels Shakopee, MN June 1, 2018 Terracon Project No. MP185083 that 1,3-butadiene was not detected above laboratory reporting limits during this SSI and had been detected above its 33X Residential ISV during the December 2017 Limited Phase II ESA completed by others. Concentrations of 1,3-butadiene are seldom reproducible and should not dictate future vapor response actions alone. The south-adjoining former Amoco/Stop filling station reported a petroleum release in 1991 with closure being issued in 2000 (Leak No. LS0004711). Based upon the soil gas testing on the Site, the off-site petroleum release does not appear to have resulted in the significant impacts to soil gas on the Site acknowledging that groundwater has not been tested on the Site owing to the shallow bedrock. Terracon also intends to review the leak site files for Leak No. LS0004711 when available at the MPCA to determine the extent of groundwater contamination. RECOMMENDATIONS Based on the scope of services, limitations, and conclusions of this assessment, Terracon recommends the following additional actions: Report the soil impacts to the Minnesota State Duty Officer pursuant to Minnesota Statute 115.061B, Duty to Notify. Terracon can assist with this notification to the MPCA. Incorporate the pending TCLP lead soil results into final SSI report. Complete a test pit assessment on the Site to further assess/characterize the fill soil and presence of debris. Soil samples will be collected for field and analytical testing. This test pit assessment will assist in segregation of regulated versus unregulated fill during the redevelopment. Conduct a second round of subsurface vapor sampling during heating season near vapor points VP-3, VP-4 and VP-5 per MPCA vapor intrusion guidance. This supplemental vapor testing will determine whether the new redevelopment will require vapor mitigation beyond the planned underground parking structure. Two rounds of vapor testing has been completed for vapor points VP-1 and VP-2. gation and Cleanup (VIC) Program and Petroleum Brownfields (PB) Program to request the appropriate approvals and liability assurances related to the identified contamination at the Site. Specifically, for the parcels already owned by the City, prepare a Past Actions Letter along with an affidavit requesting a Retroactive No Responsive Resourceful Reliable 13 Supplemental Site Investigation st Scott Street N & 1 Avenue W Parcels Shakopee, MN June 1, 2018 Terracon Project No. MP185083 Association Determination (NAD) and prepare a Proposed Actions Letter for the parcels not owned by the City to date, requesting a prospective NAD letter for the Identified Releases (i.e., the non-petroleum releases) at the Site. The future buyer/developer of the Site could also receive a NAD letter for their prospective/proposed actions on the Site. Prior to redevelopment, prepare and submit a Response Action Plan (RAP) to the MPCA VIC and PB Programs for review and approval prior to the start of construction. The RAP will describe the proposed redevelopment, identify the various parties involved with the project, and outline the procedures that will be used to manage/mitigate the soil, fill/debris, and possibly soil vapor impacts that will be encountered during redevelopment. Based on the Site redevelopment plan, response actions will include appropriate management of contaminated soil and fill soil mixed with debris, which will likely include off-site disposal at a landfill. The RAP should also include contingencies that will be implemented in the event previously unidentified conditions are encountered such as underground storage tanks, potential asbestos-containing materials or contamination that differs from that encountered during Site investigations. Following redevelopment, a RAP Implementation Report should be prepared and submitted to the MPCA to request approval of response actions, a No Further Action Determination and a Petroleum No Further Action, as appropriate. Responsive Resourceful Reliable 14 A PPENDIX A Exhibit Shakopee,MN TOPOGRAPHICMAP CityofShakopeeRedevelopment ScottStNorth,1stAveWest,andLeveeDriveParcels ApproximateSiteLocation Ex1&2 MP185083 MAY2018 JEB EPSEPS EPS PURPOSES THEU.S.GEOLOGICALSURVEY QUADRANGLESINCLUDE:SHAKOPEE,MN TOPOGRAPHICMAPIMAGECOURTESYOF (1/1/1993)andEDENPRAIRIE,MN(1/1/1993). ANDISNOTINTENDEDFORCONSTRUCTION DIAGRAMISFORGENERALLOCATIONONLY, N:\\PROJECTS\\2018\\MP185083\\GIS\\EX2.MXD N:\\PROJECTS\\2018\\MP185083\\WORKING FILES\\DIAGRAMS-DRAWINGS-FIGURES\\EXHIBIT 2.PDF A PPENDIX B Vapor Intrusion Sample Page 1 of 1 Responsive Resourceful Reliable Information Form Project: City of Shakopee ParcelsProject #: MP185083 Location: Scott Street N & 1st Avenue W Date: 5/15/18 Weather: Sunny, 80Completed by: JEB General Sample ID: SV-1SV-2SV-3SV-4SV-5 Date: 5/15/20185/15/20185/15/20185/15/20185/15/2018 Time Started: 11:0712:2713:0013:2013:45 Sample Location: See mapSee mapSee mapSee mapSee map Sample Depth (feet): 3.53.5763 Ground Surface: AsphaltGrassGrassGrassGrass Sampling Method (i.e. PRTPRTPRTPRTPRT Geoprobe PRT) Sample Vessel (i.e. 1L or 6L 1 Liter 2 Liter 3 Liter 4 Liter 5 Liter Summa Can) Summa Can Number: 1131322220798/5/19075/11/1908 Purging Tubing Length (feet): 671096 Tubing Diameter (ID): 3/16"3/16"3/16"3/16"3/16" Tubing Volume: 27.18 mL38.01 mL54.3 mL48.87 mL27.18 mL Volume Purged (2 volumes 300 mL300 mL300 mL300 mL300 mL minimum) Purge Method: SyringeSyringeSyringeSyringeSyringe Sampling Vacuum Gauge (yes/no): FC1562FC1593FC1505FC0829FC1589 Vacuum reading before 00000 opening valve (inHg): Initial Vacuum - immediately -29-30-29-29-29 after opening valve (inHg): Vacuum end reading (inHg) -2-2-2-2-2 Fill time (seconds): 480420420420420 Sample Collection Time: 11:1512:3413:0713:2713:52 PID reading; sample point 0.00.00.00.00.5 (ppm) PID reading; background 0.00.00.00.00.0 (ppm) Pressure differential (Pa) NANANANANA Water Dam? (y/n) NANANANANA Shut-in test? (y/n) YesYesYesYesYes Notes: *For 3/16" ID (1/4" OD) tubing, there are 5.43 mL per linear foot 2 x 12 in x linear feet x 16.387064 N:\\Projects\\2018\\MP185083\\Working Files\\Laboratory-Field Data-Boring Logs\\Terracon Logo Vapor Intrusion Sample Information Form.xlsx A PPENDIX C Table 2 Summary of Soil Vapor Analytical Results City of Shakopee Parcels Shakopee, Minnesota MP185083 Soil Vapor Sample Identifier SV-1SV-2SV-3SV-4SV-5 33x Residential 33x Residential Method Expedited Intrusion Intrusion Screening Screening Values Values (ug/m3) collected 3.5 feet bgscollected 3.5 feet bgscollected 7 feet bgscollected 6 feet bgscollected 3 feet bgs (ug/m3) Parameter 5/15/20185/15/20185/15/20185/15/20185/15/2018 Volatile Organic Compounds (ug/m3) 1,1,1-TrichloroethaneTO-15165,000NE<2.7<2.8<3.4<2.6<2.7 1,1,2,2-TetrachloroethaneTO-156.6NE<1.7<1.8<2.1<1.7<1.7 1,1,2-TrichloroethaneTO-1519.8NE<1.4<1.4<1.7<1.3<1.3 1,1,2-TrichlorotrifluoroethaneTO-15990,000NE<3.8<3.9<4.7<3.7<3.8 1,1-DichloroethaneTO-1516,500NE<2.0<2.1<2.5<2.0<2.0 1,1-DichloroetheneTO-156,600NE<2.0<2.0<2.4<1.9<1.9 1,2,4-TrichlorobenzeneTO-15132NE<9.2<9.5<11.4<9.0<9.1 1,2,4-TrimethylbenzeneTO-15231NE<2.44.99.277 1,2-Dibromoethane (EDB)TO-150.66NE<3.8<3.9<4.7<3.7<3.8 1,2-DichlorobenzeneTO-156,600NE<3.0<3.1<3.7<2.9<2.9 1,2-DichloroethaneTO-1513.2NE<1.0<1.0<1.2<0.98<0.99 1,2-DichloropropaneTO-15132NE<2.3<2.4<2.8<2.2<2.3 1,3,5-TrimethylbenzeneTO-15198NE<2.4<2.53.92.93.3 1,3-ButadieneTO-159.3**93**<1.1<1.1<1.4<1.1<1.1 1,3-DichlorobenzeneTO-15NENE3.58.77.29.511.4 1,4-DichlorobenzeneTO-151,980NE<3.0<3.1<3.7<2.9<2.9 2-Butanone (MEK)TO-15165,000NE18439.92957.446.6 2-HexanoneTO-151,000**3,100**11.8<10.4<12.6<9.9<10.0 2-PropanolTO-15231,000NE11.618.812.8<6.016.7 4-EthyltolueneTO-15NENE<2.4<2.53.62.83 4-Methyl-2-pentanone (MIBK)TO-1599,000NE<10.2<10.4<12.6<9.9<10.0 AcetoneTO-151,023,000NE135172297593438 BenzeneTO-15150**1,500**13.716.82.911.745.6 Benzyl chlorideTO-1533NE<6.4<6.6<7.9<6.3<6.3 BromodichloromethaneTO-15NENE<3.3<3.4<4.1<3.2<3.3 BromoformTO-15297NE<5.1<5.3<6.3<5.0<5.1 BromomethaneTO-15165NE<1.9<2.0<2.4<1.9<1.9 Carbon disulfideTO-1523,100NE3.82.9<1.97.421.2 Carbon tetrachlorideTO-1557**570**<1.6<1.6<1.9<1.5<1.5 ChlorobenzeneTO-151,650NE<2.3<2.3<2.8<2.2<2.3 ChloroethaneTO-15330,000NE<1.3<1.3<1.6<1.3<1.3 ChloroformTO-153,300NE<1.2<1.2<1.5<1.2<1.2 ChloromethaneTO-152,970NE2.71.4<1.36.49.5 cis-1,2-DichloroetheneTO-15NE**NE<2.0<2.0<2.4<1.9<1.9 cis-1,3-DichloropropeneTO-15660NE<2.3<2.3<2.8<2.2<2.2 CyclohexaneTO-15198,000NE<1.73.8<2.1<1.7134 DibromochloromethaneTO-15NENE<4.2<4.3<5.2<4.1<4.2 DichlorodifluoromethaneTO-15NE**NE3.83.16.16.23.4 DichlorotetrafluoroethaneTO-15NENE<3.5<3.6<4.3<3.4<3.4 EthanolTO-15495,000NE38.855.57037.548.7 Ethyl acetateTO-1599,000NE<1.8<1.8<2.2<1.7<1.8 EthylbenzeneTO-15140**1,400**2.28.522.113.520.3 Hexachloro-1,3-butadieneTO-1516.5NE<5.3<5.4<6.6<5.2<5.2 m&p-XyleneTO-153,300*NE<4.316.441.525.637 Methylene ChlorideTO-1521,000**63,000**19.613.228014.216.5 Methyl-tert-butyl etherTO-1599,000NE<9.0<9.2<11.1<8.7<8.8 NaphthaleneTO-15297NE<6.513651.685.349.2 n-HeptaneTO-15NENE<2.0<2.1<2.521.560.4 n-HexaneTO-1566,000NE9.77.521.437.8119 O-XyleneTO-153,300*NE<2.25.111.67.612.6 PropyleneTO-1599,000NE13914717.1399687 StyreneTO-1533,000NE<2.1<2.2<2.6<2.1<2.1 TetrachloroetheneTO-15110**1,100**22.745.77.913.1 TetrahydrofuranTO-15NENE5.111.52.74.34.6 TolueneTO-15165,000NE13.519.124.622.354.7 trans-1,2-DichloroetheneTO-15NE**NE<2.0<2.0<2.4<1.9<1.9 trans-1,3-DichloropropeneTO-15660NE<2.3<2.3<2.8<2.2<2.2 TrichloroetheneTO-1570**210**<1.3<1.4<1.6<1.3<1.3 TrichlorofluoromethaneTO-1523,100NE3.3<2.9<3.46.2<2.7 Vinyl acetateTO-156,600NE<1.8<1.8<2.2<1.7<1.7 Vinyl chlorideTO-15110**1,100**<0.64<0.65<0.79<0.62<0.63 Notes: Detected concentrations are shown in bold print. Intrusion Screening Values - ISVs established by MPCA February 2009. ug/m3 - Micrograms per cubic meter NE - Not established < - Less than laboratory reporting limit indicated. * - ISV for total xylenes provided. ** - Interim ISV or EISV established by MPCA May and October 2016 Page 1 of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ace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 LIMS USE: FR - ERIC STOMMES LIMS OBJECT ID: 10431124 May 23, 2018 Eric Stommes Liesch Associates, Inc. 13400 15th Ave. N. Minneapolis, MN 55441 RE:Project: MP185083 City of Shakopee Par. Pace Project No.:10431124 Dear Eric Stommes: Enclosed are the analytical results for sample(s) received by the laboratory on May 14, 2018. The results relate only to the samples included in this report. Results reported herein conform to the most current, applicable TNI/NELAC standards and the laboratory's Quality Assurance Manual, where applicable, unless otherwise noted in the body of the report. If you have any questions concerning this report, please feel free to contact me. Sincerely, Amanda Albrecht amanda.albrecht@pacelabs.com (612)607-6382 Project Manager Enclosures cc:Jocelyn Blase, Liesch-A Terracon Company Kirsten Thompson, Terracon Minneapolis/Plymouth REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 1 of 69 #=CP# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 CERTIFICATIONS Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Minnesota Certification IDs 1700 Elm Street SE, Suite 200, Minneapolis, MN 55414- Michigan Certification #: 9909 2485 Minnesota Certification #: 027-053-137 A2LA Certification #: 2926.01 Mississippi Certification #: MN00064 Alabama Certification #: 40770 Montana Certification #: CERT0092 Alaska Contaminated Sites Certification #: 17-009 Nebraska Certification #: NE-OS-18-06 Alaska DW Certification #: MN00064 Nevada Certification #: MN00064 Arizona Certification #: AZ0014 New Hampshire Certification #: 2081 Arkansas Certification #: 88-0680 New Jersey Certification #: MN002 California Certification #: 2929 New York Certification #: 11647 CNMI Saipan Certification #:MP0003 North Carolina DW Certification #: 27700 Colorado Certification #: MN00064 North Carolina WW Certification #: 530 Connecticut Certification #: PH-0256 North Dakota Certification #: R-036 EPA Region 8+Wyoming DW Certification #: via MN 027- Ohio DW Certification #: 41244 053-137 Ohio VAP Certification #: CL101 Florida Certification #: E87605 Oklahoma Certification #: 9507 Georgia Certification #: 959 Oregon NwTPH Certification #: MN300001 Guam EPA Certification #: MN00064 Oregon Secondary Certification #: MN200001 Hawaii Certification #: MN00064 Pennsylvania Certification #: 68-00563 Idaho Certification #: MN00064 Puerto Rico Certification #: MN00064 Illinois Certification #: 200011 South Carolina Certification #:74003001 Indiana Certification #: C-MN-01 Tennessee Certification #: TN02818 Iowa Certification #: 368 Texas Certification #: T104704192 Kansas Certification #: E-10167 Utah Certification #: MN00064 Kentucky DW Certification #: 90062 Virginia Certification #: 460163 Kentucky WW Certification #: 90062 Washington Certification #: C486 Louisiana DEQ Certification #: 03086 West Virginia DW Certification #: 9952 C Louisiana DW Certification #: MN00064 West Virginia DEP Certification #: 382 Maine Certification #: MN00064 Wisconsin Certification #: 999407970 Maryland Certification #: 322 Massachusetts Certification #: M-MN064 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 2 of 69 #=SS# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 SAMPLE SUMMARY Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Lab IDSample IDMatrixDate CollectedDate Received 10431124001B-8 (0-2)Solid05/14/18 14:5005/14/18 17:17 10431124002B-10 (1-3)Solid05/14/18 15:2005/14/18 17:17 10431124003B-11 (7-9)Solid05/14/18 12:0005/14/18 17:17 10431124004B-13 (13-15)Solid05/14/18 10:3005/14/18 17:17 10431124005B-14 (8-10)Solid05/14/18 11:0005/14/18 17:17 10431124006B-20 (13-15)Solid05/14/18 13:4005/14/18 17:17 10431124007Trip BlankSolid05/14/18 00:0005/14/18 17:17 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 3 of 69 #=SA# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 SAMPLE ANALYTE COUNT Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Analytes Lab IDReported Sample IDMethodAnalysts 10431124001B-8 (0-2)WI MOD DROJRH2 WI MOD GROAJR2 EPA 6010DDM5 EPA 6020BWBS2 EPA 7471BLMW1 ASTM D2974JDL1 EPA 8270D by SIMSTB19 EPA 8260BCD270 10431124002B-10 (1-3)WI MOD DROJRH2 WI MOD GROAJR2 EPA 6010DDM5 EPA 6020BWBS2 EPA 7471BLMW1 ASTM D2974JDL1 EPA 8270D by SIMSTB19 EPA 8260BCD270 10431124003B-11 (7-9)WI MOD DROJRH2 WI MOD GROAJR2 EPA 6010DDM5 EPA 6020BWBS2 EPA 7471BLMW1 ASTM D2974JDL1 EPA 8270D by SIMSTB19 EPA 8260BCD270 10431124004B-13 (13-15)WI MOD DROJRH2 WI MOD GROAJR2 EPA 6010DDM5 EPA 6020BWBS2 EPA 7471BLMW1 ASTM D2974JDL1 EPA 8270D by SIMSTB19 EPA 8260BCD270 10431124005B-14 (8-10)WI MOD DROJRH2 WI MOD GROAJR2 EPA 6010DDM5 EPA 6020BWBS2 EPA 7471BLMW1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 4 of 69 #=SA# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 SAMPLE ANALYTE COUNT Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Analytes Lab IDReported Sample IDMethodAnalysts ASTM D2974JDL1 EPA 8270D by SIMSTB19 EPA 8260BCD270 10431124006B-20 (13-15)WI MOD DROJRH2 WI MOD GROAJR2 EPA 6010DDM5 EPA 6020BWBS2 EPA 7471BLMW1 ASTM D2974JDL1 EPA 8270D by SIMSTB19 EPA 8260BCD270 10431124007Trip BlankWI MOD GROAJR2 EPA 8260BCD270 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 5 of 69 #=HO# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 SUMMARY OF DETECTION Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Lab Sample ID Client Sample ID MethodParametersResultReport Limit UnitsAnalyzedQualifiers 10431124001B-8 (0-2) WI MOD DROWDRO C10-C2812.8mg/kg7.405/19/18 17:45T6 EPA 6010DBarium119mg/kg0.5905/15/18 17:19 EPA 6010DCadmium0.26mg/kg0.1805/15/18 17:19 EPA 6010DChromium13.6mg/kg0.5905/15/18 17:19 EPA 6010DLead124mg/kg0.5905/15/18 17:19 EPA 6020BArsenic6.8mg/kg0.5905/23/18 13:36 EPA 7471BMercury0.19mg/kg0.02305/15/18 16:07 ASTM D2974Percent Moisture16.3%0.1005/16/18 14:04 EPA 8270D by SIMBenzo(a)anthracene0.062mg/kg0.02405/17/18 11:36M1,R1 EPA 8270D by SIMBenzo(a)pyrene0.090mg/kg0.02405/17/18 11:36M1,R1 EPA 8270D by SIMBenzo(b)fluoranthene0.12mg/kg0.02405/17/18 11:36M1,R1 EPA 8270D by SIMBenzo(g,h,i)perylene0.11mg/kg0.02405/17/18 11:36M1,R1 EPA 8270D by SIMBenzo(k)fluoranthene0.041mg/kg0.02405/17/18 11:36R1 EPA 8270D by SIMChrysene0.14mg/kg0.02405/17/18 11:36M1,R1 EPA 8270D by SIMFluoranthene0.13mg/kg0.02405/17/18 11:36M1,R1 EPA 8270D by SIMIndeno(1,2,3-cd)pyrene0.045mg/kg0.02405/17/18 11:36R1 EPA 8270D by SIMPhenanthrene0.067mg/kg0.02405/17/18 11:36M1,R1 EPA 8270D by SIMPyrene0.16mg/kg0.02405/17/18 11:36M1,R1 EPA 8270D by SIMTotal BaP Eq. MN 2006sh. ND=00.12mg/kg0.02405/17/18 11:36 10431124002B-10 (1-3) WI MOD DROWDRO C10-C2811.3mg/kg9.505/19/18 18:20T6 EPA 6010DBarium81.8mg/kg0.5505/15/18 17:22 EPA 6010DCadmium0.34mg/kg0.1605/15/18 17:22 EPA 6010DChromium11.7mg/kg0.5505/15/18 17:22 EPA 6010DLead62.5mg/kg0.5505/15/18 17:22 EPA 6020BArsenic10.0mg/kg0.5605/21/18 23:19 EPA 7471BMercury0.11mg/kg0.02205/15/18 16:09 ASTM D2974Percent Moisture11.4%0.1005/16/18 14:04 EPA 8270D by SIMAcenaphthylene0.035mg/kg0.01105/16/18 17:05 EPA 8270D by SIMAnthracene0.047mg/kg0.01105/16/18 17:05 EPA 8270D by SIMBenzo(a)anthracene0.16mg/kg0.01105/16/18 17:05 EPA 8270D by SIMBenzo(a)pyrene0.17mg/kg0.01105/16/18 17:05 EPA 8270D by SIMBenzo(b)fluoranthene0.26mg/kg0.01105/16/18 17:05 EPA 8270D by SIMBenzo(g,h,i)perylene0.12mg/kg0.01105/16/18 17:05 EPA 8270D by SIMBenzo(k)fluoranthene0.084mg/kg0.01105/16/18 17:05 EPA 8270D by SIMChrysene0.20mg/kg0.01105/16/18 17:05 EPA 8270D by SIMDibenz(a,h)anthracene0.027mg/kg0.01105/16/18 17:05 EPA 8270D by SIMFluoranthene0.37mg/kg0.05605/16/18 17:26 EPA 8270D by SIMIndeno(1,2,3-cd)pyrene0.10mg/kg0.01105/16/18 17:05 EPA 8270D by SIMPhenanthrene0.14mg/kg0.01105/16/18 17:05 EPA 8270D by SIMPyrene0.29mg/kg0.01105/16/18 17:05 EPA 8270D by SIMTotal BaP Eq. MN 2006sh. ND=00.25mg/kg0.01105/16/18 17:05 10431124003B-11 (7-9) WI MOD DROWDRO C10-C2818.7mg/kg10.305/19/18 17:52T6 EPA 6010DBarium307mg/kg0.6205/15/18 17:25 EPA 6010DCadmium0.72mg/kg0.1905/15/18 17:25 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 6 of 69 #=HO# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 SUMMARY OF DETECTION Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Lab Sample ID Client Sample ID MethodParametersResultReport Limit UnitsAnalyzedQualifiers 10431124003B-11 (7-9) EPA 6010DChromium36.6mg/kg0.6205/15/18 17:25 EPA 6010DLead575mg/kg0.6205/15/18 17:25 EPA 6020BArsenic11.2mg/kg0.6305/21/18 23:22 EPA 7471BMercury0.27mg/kg0.02305/15/18 16:11 ASTM D2974Percent Moisture21.2%0.1005/16/18 14:04 EPA 8270D by SIMAcenaphthylene0.037mg/kg0.02505/17/18 12:38 EPA 8270D by SIMAnthracene0.036mg/kg0.02505/17/18 12:38 EPA 8270D by SIMBenzo(a)anthracene0.098mg/kg0.02505/17/18 12:38 EPA 8270D by SIMBenzo(a)pyrene0.12mg/kg0.02505/17/18 12:38 EPA 8270D by SIMBenzo(b)fluoranthene0.17mg/kg0.02505/17/18 12:38 EPA 8270D by SIMBenzo(g,h,i)perylene0.077mg/kg0.02505/17/18 12:38 EPA 8270D by SIMBenzo(k)fluoranthene0.064mg/kg0.02505/17/18 12:38 EPA 8270D by SIMChrysene0.13mg/kg0.02505/17/18 12:38 EPA 8270D by SIMFluoranthene0.23mg/kg0.02505/17/18 12:38 EPA 8270D by SIMIndeno(1,2,3-cd)pyrene0.071mg/kg0.02505/17/18 12:38 EPA 8270D by SIMPhenanthrene0.084mg/kg0.02505/17/18 12:38 EPA 8270D by SIMPyrene0.18mg/kg0.02505/17/18 12:38 EPA 8270D by SIMTotal BaP Eq. MN 2006sh. ND=00.16mg/kg0.02505/17/18 12:38 EPA 8260BTetrachloroethene0.23mg/kg0.06405/22/18 03:43 10431124004B-13 (13-15) WI MOD DROWDRO C10-C28220mg/kg46.505/19/18 18:29T6 EPA 6010DBarium99.0mg/kg0.5605/15/18 17:27 EPA 6010DCadmium0.55mg/kg0.1705/15/18 17:27 EPA 6010DChromium12.6mg/kg0.5605/15/18 17:27 EPA 6010DLead227mg/kg0.5605/15/18 17:27 EPA 6020BArsenic6.1mg/kg0.5605/21/18 23:24 EPA 7471BMercury0.99mg/kg0.02305/15/18 16:13 ASTM D2974Percent Moisture12.9%0.1005/16/18 14:04 EPA 8270D by SIMAcenaphthene0.38mg/kg0.01105/16/18 18:08 EPA 8270D by SIMAcenaphthylene0.053mg/kg0.01105/16/18 18:08 EPA 8270D by SIMAnthracene0.79mg/kg0.05705/16/18 18:29 EPA 8270D by SIMBenzo(a)anthracene1.4mg/kg0.05705/16/18 18:29 EPA 8270D by SIMBenzo(a)pyrene1.1mg/kg0.05705/16/18 18:29 EPA 8270D by SIMBenzo(b)fluoranthene1.4mg/kg0.05705/16/18 18:29 EPA 8270D by SIMBenzo(g,h,i)perylene0.61mg/kg0.05705/16/18 18:29 EPA 8270D by SIMBenzo(k)fluoranthene0.54mg/kg0.05705/16/18 18:29 EPA 8270D by SIMChrysene1.3mg/kg0.05705/16/18 18:29 EPA 8270D by SIMDibenz(a,h)anthracene0.18mg/kg0.01105/16/18 18:08 EPA 8270D by SIMFluoranthene2.9mg/kg0.1105/17/18 12:59 EPA 8270D by SIMFluorene0.41mg/kg0.05705/16/18 18:29 EPA 8270D by SIMIndeno(1,2,3-cd)pyrene0.53mg/kg0.05705/16/18 18:29 EPA 8270D by SIMNaphthalene0.32mg/kg0.01105/16/18 18:08 EPA 8270D by SIMPhenanthrene3.2mg/kg0.1105/17/18 12:59 EPA 8270D by SIMPyrene2.3mg/kg0.1105/17/18 12:59 EPA 8270D by SIMTotal BaP Eq. MN 2006sh. ND=01.6mg/kg0.05705/16/18 18:29 EPA 8260BBenzene0.051mg/kg0.02205/22/18 03:58 EPA 8260BToluene0.091mg/kg0.05605/22/18 03:58 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 7 of 69 #=HO# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 SUMMARY OF DETECTION Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Lab Sample ID Client Sample ID MethodParametersResultReport Limit UnitsAnalyzedQualifiers 10431124004B-13 (13-15) EPA 8260B1,2,4-Trimethylbenzene0.059mg/kg0.05605/22/18 03:58 10431124005B-14 (8-10) WI MOD DROWDRO C10-C2859.3mg/kg9.105/19/18 18:13T6 EPA 6010DBarium229mg/kg0.6005/15/18 17:36 EPA 6010DCadmium1.0mg/kg0.1805/15/18 17:36 EPA 6010DChromium23.0mg/kg0.6005/15/18 17:36 EPA 6010DLead477mg/kg0.6005/15/18 17:36 EPA 6020BArsenic13.7mg/kg0.6105/21/18 23:27 EPA 6020BSelenium0.70mg/kg0.6105/21/18 23:27 EPA 7471BMercury0.25mg/kg0.02305/15/18 16:16 ASTM D2974Percent Moisture17.8%0.1005/16/18 14:04 EPA 8270D by SIMAcenaphthene0.068mg/kg0.06105/16/18 18:50 EPA 8270D by SIMAnthracene0.25mg/kg0.06105/16/18 18:50 EPA 8270D by SIMBenzo(a)anthracene0.49mg/kg0.06105/16/18 18:50 EPA 8270D by SIMBenzo(a)pyrene0.46mg/kg0.06105/16/18 18:50 EPA 8270D by SIMBenzo(b)fluoranthene0.63mg/kg0.06105/16/18 18:50 EPA 8270D by SIMBenzo(g,h,i)perylene0.29mg/kg0.06105/16/18 18:50 EPA 8270D by SIMBenzo(k)fluoranthene0.19mg/kg0.06105/16/18 18:50 EPA 8270D by SIMChrysene0.51mg/kg0.06105/16/18 18:50 EPA 8270D by SIMDibenz(a,h)anthracene0.073mg/kg0.06105/16/18 18:50 EPA 8270D by SIMFluoranthene0.96mg/kg0.06105/16/18 18:50 EPA 8270D by SIMFluorene0.075mg/kg0.06105/16/18 18:50 EPA 8270D by SIMIndeno(1,2,3-cd)pyrene0.26mg/kg0.06105/16/18 18:50 EPA 8270D by SIMPhenanthrene0.75mg/kg0.06105/16/18 18:50 EPA 8270D by SIMPyrene0.82mg/kg0.06105/16/18 18:50 EPA 8270D by SIMTotal BaP Eq. MN 2006sh. ND=00.67mg/kg0.06105/16/18 18:50 EPA 8260BNaphthalene0.51mg/kg0.2605/22/18 04:13 10431124006B-20 (13-15) WI MOD DROWDRO C10-C2860.4mg/kg12.405/19/18 17:59T6 EPA 6010DBarium336mg/kg0.5805/15/18 17:38 EPA 6010DCadmium2.0mg/kg0.1705/15/18 17:38 EPA 6010DChromium29.5mg/kg0.5805/15/18 17:38 EPA 6010DLead2240mg/kg2.905/16/18 10:19 EPA 6010DSilver1.3mg/kg0.5805/15/18 17:38 EPA 6020BArsenic13.1mg/kg0.5905/21/18 23:30 EPA 7471BMercury0.53mg/kg0.02405/15/18 16:18 ASTM D2974Percent Moisture16.6%0.1005/16/18 14:05 EPA 8270D by SIMAcenaphthylene0.072mg/kg0.06005/16/18 19:11 EPA 8270D by SIMAnthracene0.14mg/kg0.06005/16/18 19:11 EPA 8270D by SIMBenzo(a)anthracene0.39mg/kg0.06005/16/18 19:11 EPA 8270D by SIMBenzo(a)pyrene0.39mg/kg0.06005/16/18 19:11 EPA 8270D by SIMBenzo(b)fluoranthene0.56mg/kg0.06005/16/18 19:11 EPA 8270D by SIMBenzo(g,h,i)perylene0.25mg/kg0.06005/16/18 19:11 EPA 8270D by SIMBenzo(k)fluoranthene0.18mg/kg0.06005/16/18 19:11 EPA 8270D by SIMChrysene0.44mg/kg0.06005/16/18 19:11 EPA 8270D by SIMDibenz(a,h)anthracene0.066mg/kg0.06005/16/18 19:11 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 8 of 69 #=HO# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 SUMMARY OF DETECTION Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Lab Sample ID Client Sample ID MethodParametersResultReport Limit UnitsAnalyzedQualifiers 10431124006B-20 (13-15) EPA 8270D by SIMFluoranthene0.79mg/kg0.06005/16/18 19:11 EPA 8270D by SIMIndeno(1,2,3-cd)pyrene0.23mg/kg0.06005/16/18 19:11 EPA 8270D by SIMPhenanthrene0.36mg/kg0.06005/16/18 19:11 EPA 8270D by SIMPyrene0.62mg/kg0.06005/16/18 19:11 EPA 8270D by SIMTotal BaP Eq. MN 2006sh. ND=00.57mg/kg0.06005/16/18 19:11 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 9 of 69 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Sample:B-8 (0-2)Lab ID:10431124001Collected:05/14/18 14:50Received:05/14/18 17:17Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: WI MOD DRO Preparation Method: WI MOD DRO WIDRO GCS Silica Gel WDRO C10-C2812.8mg/kg7.41.5105/15/18 12:0005/19/18 17:45T6 Surrogates n-Triacontane (S)76%.59-133105/15/18 12:0005/19/18 17:45638-68-6 Analytical Method: WI MOD GRO Preparation Method: EPA 5030 Medium Soil WIGRO GCV Gasoline Range Organics<12.1mg/kg12.11.5105/18/18 10:3705/18/18 17:49 Surrogates a,a,a-Trifluorotoluene (S)100%.80-150105/18/18 10:3705/18/18 17:4998-08-8 Analytical Method: EPA 6010D Preparation Method: EPA 3050 6010D MET ICP Barium119mg/kg0.590.032105/15/18 08:3105/15/18 17:197440-39-3 Cadmium0.26mg/kg0.180.018105/15/18 08:3105/15/18 17:197440-43-9 Chromium13.6mg/kg0.590.075105/15/18 08:3105/15/18 17:197440-47-3 Lead124mg/kg0.590.13105/15/18 08:3105/15/18 17:197439-92-1 Silver<0.59mg/kg0.590.046105/15/18 08:3105/15/18 17:197440-22-4 Analytical Method: EPA 6020B Preparation Method: EPA 3050 6020B MET ICPMS Arsenic6.8mg/kg0.590.272005/16/18 07:0005/23/18 13:367440-38-2 Selenium<0.59mg/kg0.590.302005/16/18 07:0005/21/18 23:387782-49-2 Analytical Method: EPA 7471B Preparation Method: EPA 7471B 7471B Mercury Mercury0.19mg/kg0.0230.011105/15/18 07:0205/15/18 16:077439-97-6 Analytical Method: ASTM D2974 Dry Weight / %M by ASTM D2974 Percent Moisture16.3%0.100.10105/16/18 14:04 Analytical Method: EPA 8270D by SIM Preparation Method: EPA 3550 8270D MSSV PAH by SIM Acenaphthene<0.024mg/kg0.0240.0014205/15/18 13:0205/17/18 11:3683-32-9 Acenaphthylene<0.024mg/kg0.0240.0016205/15/18 13:0205/17/18 11:36208-96-8M1 Anthracene<0.024mg/kg0.0240.0013205/15/18 13:0205/17/18 11:36120-12-7M1 Benzo(a)anthracene0.062mg/kg0.0240.0037205/15/18 13:0205/17/18 11:3656-55-3M1,R1 Benzo(a)pyrene0.090mg/kg0.0240.0025205/15/18 13:0205/17/18 11:3650-32-8M1,R1 Benzo(b)fluoranthene0.12mg/kg0.0240.0013205/15/18 13:0205/17/18 11:36205-99-2M1,R1 Benzo(g,h,i)perylene0.11mg/kg0.0240.0023205/15/18 13:0205/17/18 11:36191-24-2M1,R1 Benzo(k)fluoranthene0.041mg/kg0.0240.0028205/15/18 13:0205/17/18 11:36207-08-9R1 Chrysene0.14mg/kg0.0240.00072205/15/18 13:0205/17/18 11:36218-01-9M1,R1 Dibenz(a,h)anthracene<0.024mg/kg0.0240.0011205/15/18 13:0205/17/18 11:3653-70-3M1 Fluoranthene0.13mg/kg0.0240.00074205/15/18 13:0205/17/18 11:36206-44-0M1,R1 Fluorene<0.024mg/kg0.0240.00060205/15/18 13:0205/17/18 11:3686-73-7 Indeno(1,2,3-cd)pyrene0.045mg/kg0.0240.0025205/15/18 13:0205/17/18 11:36193-39-5R1 Naphthalene<0.024mg/kg0.0240.0024205/15/18 13:0205/17/18 11:3691-20-3 Phenanthrene0.067mg/kg0.0240.0034205/15/18 13:0205/17/18 11:3685-01-8M1,R1 Pyrene0.16mg/kg0.0240.00083205/15/18 13:0205/17/18 11:36129-00-0M1,R1 Total BaP Eq. MN 2006sh. ND=00.12mg/kg0.024205/15/18 13:0205/17/18 11:36 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 10 of 69 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Sample:B-8 (0-2)Lab ID:10431124001Collected:05/14/18 14:50Received:05/14/18 17:17Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: EPA 8270D by SIM Preparation Method: EPA 3550 8270D MSSV PAH by SIM Surrogates 2-Fluorobiphenyl (S)83%.42-125205/15/18 13:0205/17/18 11:36321-60-8D3 p-Terphenyl-d14 (S)93%.57-125205/15/18 13:0205/17/18 11:361718-51-0 Analytical Method: EPA 8260B Preparation Method: EPA 5035/5030B 8260B MSV 5030 Med Level Acetone<1.2mg/kg1.20.60105/18/18 08:5805/22/18 02:5867-64-1 Allyl chloride<0.25mg/kg0.250.058105/18/18 08:5805/22/18 02:58107-05-1 Benzene<0.025mg/kg0.0250.0091105/18/18 08:5805/22/18 02:5871-43-2 Bromobenzene<0.061mg/kg0.0610.017105/18/18 08:5805/22/18 02:58108-86-1 Bromochloromethane<0.061mg/kg0.0610.030105/18/18 08:5805/22/18 02:5874-97-5 Bromodichloromethane<0.061mg/kg0.0610.022105/18/18 08:5805/22/18 02:5875-27-4 Bromoform<0.61mg/kg0.610.044105/18/18 08:5805/22/18 02:5875-25-2 Bromomethane<0.61mg/kg0.610.066105/18/18 08:5805/22/18 02:5874-83-9 2-Butanone (MEK)<0.31mg/kg0.310.11105/18/18 08:5805/22/18 02:5878-93-3 n-Butylbenzene<0.061mg/kg0.0610.015105/18/18 08:5805/22/18 02:58104-51-8 sec-Butylbenzene<0.061mg/kg0.0610.017105/18/18 08:5805/22/18 02:58135-98-8 tert-Butylbenzene<0.061mg/kg0.0610.016105/18/18 08:5805/22/18 02:5898-06-6 Carbon tetrachloride<0.061mg/kg0.0610.025105/18/18 08:5805/22/18 02:5856-23-5 Chlorobenzene<0.061mg/kg0.0610.018105/18/18 08:5805/22/18 02:58108-90-7 Chloroethane<0.61mg/kg0.610.094105/18/18 08:5805/22/18 02:5875-00-3 Chloroform<0.061mg/kg0.0610.025105/18/18 08:5805/22/18 02:5867-66-3 Chloromethane<0.25mg/kg0.250.040105/18/18 08:5805/22/18 02:5874-87-3 2-Chlorotoluene<0.061mg/kg0.0610.020105/18/18 08:5805/22/18 02:5895-49-8 4-Chlorotoluene<0.061mg/kg0.0610.015105/18/18 08:5805/22/18 02:58106-43-4 1,2-Dibromo-3-chloropropane<1.5mg/kg1.50.11105/18/18 08:5805/22/18 02:5896-12-8 Dibromochloromethane<0.25mg/kg0.250.061105/18/18 08:5805/22/18 02:58124-48-1 1,2-Dibromoethane (EDB)<0.061mg/kg0.0610.024105/18/18 08:5805/22/18 02:58106-93-4 Dibromomethane<0.061mg/kg0.0610.021105/18/18 08:5805/22/18 02:5874-95-3 1,2-Dichlorobenzene<0.061mg/kg0.0610.013105/18/18 08:5805/22/18 02:5895-50-1 1,3-Dichlorobenzene<0.061mg/kg0.0610.021105/18/18 08:5805/22/18 02:58541-73-1 1,4-Dichlorobenzene<0.061mg/kg0.0610.022105/18/18 08:5805/22/18 02:58106-46-7 Dichlorodifluoromethane<0.25mg/kg0.250.096105/18/18 08:5805/22/18 02:5875-71-8 1,1-Dichloroethane<0.061mg/kg0.0610.016105/18/18 08:5805/22/18 02:5875-34-3 1,2-Dichloroethane<0.061mg/kg0.0610.022105/18/18 08:5805/22/18 02:58107-06-2 1,1-Dichloroethene<0.061mg/kg0.0610.026105/18/18 08:5805/22/18 02:5875-35-4 cis-1,2-Dichloroethene<0.061mg/kg0.0610.011105/18/18 08:5805/22/18 02:58156-59-2 trans-1,2-Dichloroethene<0.061mg/kg0.0610.025105/18/18 08:5805/22/18 02:58156-60-5 Dichlorofluoromethane<0.61mg/kg0.610.058105/18/18 08:5805/22/18 02:5875-43-4 1,2-Dichloropropane<0.061mg/kg0.0610.022105/18/18 08:5805/22/18 02:5878-87-5 1,3-Dichloropropane<0.061mg/kg0.0610.023105/18/18 08:5805/22/18 02:58142-28-9 2,2-Dichloropropane<0.25mg/kg0.250.061105/18/18 08:5805/22/18 02:58594-20-7 1,1-Dichloropropene<0.061mg/kg0.0610.017105/18/18 08:5805/22/18 02:58563-58-6 cis-1,3-Dichloropropene<0.061mg/kg0.0610.020105/18/18 08:5805/22/18 02:5810061-01-5 trans-1,3-Dichloropropene<0.061mg/kg0.0610.044105/18/18 08:5805/22/18 02:5810061-02-6 Diethyl ether (Ethyl ether)<0.25mg/kg0.250.051105/18/18 08:5805/22/18 02:5860-29-7 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 11 of 69 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Sample:B-8 (0-2)Lab ID:10431124001Collected:05/14/18 14:50Received:05/14/18 17:17Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: EPA 8260B Preparation Method: EPA 5035/5030B 8260B MSV 5030 Med Level Ethylbenzene<0.061mg/kg0.0610.018105/18/18 08:5805/22/18 02:58100-41-4 Hexachloro-1,3-butadiene<0.31mg/kg0.310.063105/18/18 08:5805/22/18 02:5887-68-3 Isopropylbenzene (Cumene)<0.061mg/kg0.0610.020105/18/18 08:5805/22/18 02:5898-82-8 p-Isopropyltoluene<0.061mg/kg0.0610.013105/18/18 08:5805/22/18 02:5899-87-6 Methylene Chloride<0.25mg/kg0.250.032105/18/18 08:5805/22/18 02:5875-09-2 4-Methyl-2-pentanone (MIBK)<0.31mg/kg0.310.081105/18/18 08:5805/22/18 02:58108-10-1 Methyl-tert-butyl ether<0.061mg/kg0.0610.019105/18/18 08:5805/22/18 02:581634-04-4 Naphthalene<0.25mg/kg0.250.054105/18/18 08:5805/22/18 02:5891-20-3 n-Propylbenzene<0.061mg/kg0.0610.015105/18/18 08:5805/22/18 02:58103-65-1 Styrene<0.061mg/kg0.0610.017105/18/18 08:5805/22/18 02:58100-42-5 1,1,1,2-Tetrachloroethane<0.061mg/kg0.0610.016105/18/18 08:5805/22/18 02:58630-20-6 1,1,2,2-Tetrachloroethane<0.061mg/kg0.0610.028105/18/18 08:5805/22/18 02:5879-34-5 Tetrachloroethene<0.061mg/kg0.0610.026105/18/18 08:5805/22/18 02:58127-18-4 Tetrahydrofuran<2.5mg/kg2.50.64105/18/18 08:5805/22/18 02:58109-99-9 Toluene<0.061mg/kg0.0610.017105/18/18 08:5805/22/18 02:58108-88-3 1,2,3-Trichlorobenzene<0.061mg/kg0.0610.015105/18/18 08:5805/22/18 02:5887-61-6 1,2,4-Trichlorobenzene<0.061mg/kg0.0610.018105/18/18 08:5805/22/18 02:58120-82-1 1,1,1-Trichloroethane<0.061mg/kg0.0610.014105/18/18 08:5805/22/18 02:5871-55-6 1,1,2-Trichloroethane<0.061mg/kg0.0610.017105/18/18 08:5805/22/18 02:5879-00-5 Trichloroethene<0.061mg/kg0.0610.010105/18/18 08:5805/22/18 02:5879-01-6 Trichlorofluoromethane<0.25mg/kg0.250.091105/18/18 08:5805/22/18 02:5875-69-4 1,2,3-Trichloropropane<0.25mg/kg0.250.049105/18/18 08:5805/22/18 02:5896-18-4 1,1,2-Trichlorotrifluoroethane<0.25mg/kg0.250.032105/18/18 08:5805/22/18 02:5876-13-1 1,2,4-Trimethylbenzene<0.061mg/kg0.0610.016105/18/18 08:5805/22/18 02:5895-63-6 1,3,5-Trimethylbenzene<0.061mg/kg0.0610.012105/18/18 08:5805/22/18 02:58108-67-8 Vinyl chloride<0.025mg/kg0.0250.010105/18/18 08:5805/22/18 02:5875-01-4 Xylene (Total)<0.18mg/kg0.180.033105/18/18 08:5805/22/18 02:581330-20-7 Surrogates 1,2-Dichloroethane-d4 (S)93%.75-125105/18/18 08:5805/22/18 02:5817060-07-0 Toluene-d8 (S)98%.75-125105/18/18 08:5805/22/18 02:582037-26-5 4-Bromofluorobenzene (S)99%.75-125105/18/18 08:5805/22/18 02:58460-00-4 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 12 of 69 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Sample:B-10 (1-3)Lab ID:10431124002Collected:05/14/18 15:20Received:05/14/18 17:17Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: WI MOD DRO WIDRO GCS Silica Gel WDRO C10-C2811.3mg/kg9.51.9105/19/18 18:20T6 Surrogates n-Triacontane (S)71%.59-133105/19/18 18:20638-68-6 Analytical Method: WI MOD GRO Preparation Method: EPA 5030 Medium Soil WIGRO GCV Gasoline Range Organics<12.5mg/kg12.51.6105/18/18 10:3705/18/18 18:15 Surrogates a,a,a-Trifluorotoluene (S)100%.80-150105/18/18 10:3705/18/18 18:1598-08-8 Analytical Method: EPA 6010D Preparation Method: EPA 3050 6010D MET ICP Barium81.8mg/kg0.550.030105/15/18 08:3105/15/18 17:227440-39-3 Cadmium0.34mg/kg0.160.017105/15/18 08:3105/15/18 17:227440-43-9 Chromium11.7mg/kg0.550.070105/15/18 08:3105/15/18 17:227440-47-3 Lead62.5mg/kg0.550.12105/15/18 08:3105/15/18 17:227439-92-1 Silver<0.55mg/kg0.550.043105/15/18 08:3105/15/18 17:227440-22-4 Analytical Method: EPA 6020B Preparation Method: EPA 3050 6020B MET ICPMS Arsenic10.0mg/kg0.560.252005/16/18 07:0005/21/18 23:197440-38-2 Selenium<0.56mg/kg0.560.282005/16/18 07:0005/21/18 23:197782-49-2 Analytical Method: EPA 7471B Preparation Method: EPA 7471B 7471B Mercury Mercury0.11mg/kg0.0220.010105/15/18 07:0205/15/18 16:097439-97-6 Analytical Method: ASTM D2974 Dry Weight / %M by ASTM D2974 Percent Moisture11.4%0.100.10105/16/18 14:04 Analytical Method: EPA 8270D by SIM Preparation Method: EPA 3550 8270D MSSV PAH by SIM Acenaphthene<0.011mg/kg0.0110.00066105/15/18 13:0205/16/18 17:0583-32-9 Acenaphthylene0.035mg/kg0.0110.00073105/15/18 13:0205/16/18 17:05208-96-8 Anthracene0.047mg/kg0.0110.00059105/15/18 13:0205/16/18 17:05120-12-7 Benzo(a)anthracene0.16mg/kg0.0110.0017105/15/18 13:0205/16/18 17:0556-55-3 Benzo(a)pyrene0.17mg/kg0.0110.0012105/15/18 13:0205/16/18 17:0550-32-8 Benzo(b)fluoranthene0.26mg/kg0.0110.00062105/15/18 13:0205/16/18 17:05205-99-2 Benzo(g,h,i)perylene0.12mg/kg0.0110.0011105/15/18 13:0205/16/18 17:05191-24-2 Benzo(k)fluoranthene0.084mg/kg0.0110.0013105/15/18 13:0205/16/18 17:05207-08-9 Chrysene0.20mg/kg0.0110.00034105/15/18 13:0205/16/18 17:05218-01-9 Dibenz(a,h)anthracene0.027mg/kg0.0110.00052105/15/18 13:0205/16/18 17:0553-70-3 Fluoranthene0.37mg/kg0.0560.0017505/15/18 13:0205/16/18 17:26206-44-0 Fluorene<0.011mg/kg0.0110.00028105/15/18 13:0205/16/18 17:0586-73-7 Indeno(1,2,3-cd)pyrene0.10mg/kg0.0110.0012105/15/18 13:0205/16/18 17:05193-39-5 Naphthalene<0.011mg/kg0.0110.0011105/15/18 13:0205/16/18 17:0591-20-3 Phenanthrene0.14mg/kg0.0110.0016105/15/18 13:0205/16/18 17:0585-01-8 Pyrene0.29mg/kg0.0110.00039105/15/18 13:0205/16/18 17:05129-00-0 Total BaP Eq. MN 2006sh. ND=00.25mg/kg0.011105/15/18 13:0205/16/18 17:05 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 13 of 69 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Sample:B-10 (1-3)Lab ID:10431124002Collected:05/14/18 15:20Received:05/14/18 17:17Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: EPA 8270D by SIM Preparation Method: EPA 3550 8270D MSSV PAH by SIM Surrogates 2-Fluorobiphenyl (S)83%.42-125105/15/18 13:0205/16/18 17:05321-60-8 p-Terphenyl-d14 (S)98%.57-125105/15/18 13:0205/16/18 17:051718-51-0 Analytical Method: EPA 8260B Preparation Method: EPA 5035/5030B 8260B MSV 5030 Med Level Acetone<1.1mg/kg1.10.54105/18/18 08:5805/22/18 03:2867-64-1 Allyl chloride<0.22mg/kg0.220.052105/18/18 08:5805/22/18 03:28107-05-1 Benzene<0.022mg/kg0.0220.0082105/18/18 08:5805/22/18 03:2871-43-2 Bromobenzene<0.056mg/kg0.0560.015105/18/18 08:5805/22/18 03:28108-86-1 Bromochloromethane<0.056mg/kg0.0560.027105/18/18 08:5805/22/18 03:2874-97-5 Bromodichloromethane<0.056mg/kg0.0560.020105/18/18 08:5805/22/18 03:2875-27-4 Bromoform<0.56mg/kg0.560.040105/18/18 08:5805/22/18 03:2875-25-2 Bromomethane<0.56mg/kg0.560.059105/18/18 08:5805/22/18 03:2874-83-9 2-Butanone (MEK)<0.28mg/kg0.280.10105/18/18 08:5805/22/18 03:2878-93-3 n-Butylbenzene<0.056mg/kg0.0560.013105/18/18 08:5805/22/18 03:28104-51-8 sec-Butylbenzene<0.056mg/kg0.0560.016105/18/18 08:5805/22/18 03:28135-98-8 tert-Butylbenzene<0.056mg/kg0.0560.015105/18/18 08:5805/22/18 03:2898-06-6 Carbon tetrachloride<0.056mg/kg0.0560.022105/18/18 08:5805/22/18 03:2856-23-5 Chlorobenzene<0.056mg/kg0.0560.017105/18/18 08:5805/22/18 03:28108-90-7 Chloroethane<0.56mg/kg0.560.085105/18/18 08:5805/22/18 03:2875-00-3 Chloroform<0.056mg/kg0.0560.023105/18/18 08:5805/22/18 03:2867-66-3 Chloromethane<0.22mg/kg0.220.036105/18/18 08:5805/22/18 03:2874-87-3 2-Chlorotoluene<0.056mg/kg0.0560.018105/18/18 08:5805/22/18 03:2895-49-8 4-Chlorotoluene<0.056mg/kg0.0560.014105/18/18 08:5805/22/18 03:28106-43-4 1,2-Dibromo-3-chloropropane<1.4mg/kg1.40.097105/18/18 08:5805/22/18 03:2896-12-8 Dibromochloromethane<0.22mg/kg0.220.056105/18/18 08:5805/22/18 03:28124-48-1 1,2-Dibromoethane (EDB)<0.056mg/kg0.0560.022105/18/18 08:5805/22/18 03:28106-93-4 Dibromomethane<0.056mg/kg0.0560.019105/18/18 08:5805/22/18 03:2874-95-3 1,2-Dichlorobenzene<0.056mg/kg0.0560.012105/18/18 08:5805/22/18 03:2895-50-1 1,3-Dichlorobenzene<0.056mg/kg0.0560.019105/18/18 08:5805/22/18 03:28541-73-1 1,4-Dichlorobenzene<0.056mg/kg0.0560.020105/18/18 08:5805/22/18 03:28106-46-7 Dichlorodifluoromethane<0.22mg/kg0.220.087105/18/18 08:5805/22/18 03:2875-71-8 1,1-Dichloroethane<0.056mg/kg0.0560.014105/18/18 08:5805/22/18 03:2875-34-3 1,2-Dichloroethane<0.056mg/kg0.0560.020105/18/18 08:5805/22/18 03:28107-06-2 1,1-Dichloroethene<0.056mg/kg0.0560.024105/18/18 08:5805/22/18 03:2875-35-4 cis-1,2-Dichloroethene<0.056mg/kg0.0560.010105/18/18 08:5805/22/18 03:28156-59-2 trans-1,2-Dichloroethene<0.056mg/kg0.0560.023105/18/18 08:5805/22/18 03:28156-60-5 Dichlorofluoromethane<0.56mg/kg0.560.052105/18/18 08:5805/22/18 03:2875-43-4 1,2-Dichloropropane<0.056mg/kg0.0560.020105/18/18 08:5805/22/18 03:2878-87-5 1,3-Dichloropropane<0.056mg/kg0.0560.021105/18/18 08:5805/22/18 03:28142-28-9 2,2-Dichloropropane<0.22mg/kg0.220.055105/18/18 08:5805/22/18 03:28594-20-7 1,1-Dichloropropene<0.056mg/kg0.0560.016105/18/18 08:5805/22/18 03:28563-58-6 cis-1,3-Dichloropropene<0.056mg/kg0.0560.018105/18/18 08:5805/22/18 03:2810061-01-5 trans-1,3-Dichloropropene<0.056mg/kg0.0560.040105/18/18 08:5805/22/18 03:2810061-02-6 Diethyl ether (Ethyl ether)<0.22mg/kg0.220.047105/18/18 08:5805/22/18 03:2860-29-7M0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 14 of 69 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Sample:B-10 (1-3)Lab ID:10431124002Collected:05/14/18 15:20Received:05/14/18 17:17Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: EPA 8260B Preparation Method: EPA 5035/5030B 8260B MSV 5030 Med Level Ethylbenzene<0.056mg/kg0.0560.016105/18/18 08:5805/22/18 03:28100-41-4 Hexachloro-1,3-butadiene<0.28mg/kg0.280.057105/18/18 08:5805/22/18 03:2887-68-3 Isopropylbenzene (Cumene)<0.056mg/kg0.0560.018105/18/18 08:5805/22/18 03:2898-82-8 p-Isopropyltoluene<0.056mg/kg0.0560.011105/18/18 08:5805/22/18 03:2899-87-6 Methylene Chloride<0.22mg/kg0.220.029105/18/18 08:5805/22/18 03:2875-09-2 4-Methyl-2-pentanone (MIBK)<0.28mg/kg0.280.074105/18/18 08:5805/22/18 03:28108-10-1 Methyl-tert-butyl ether<0.056mg/kg0.0560.017105/18/18 08:5805/22/18 03:281634-04-4 Naphthalene<0.22mg/kg0.220.049105/18/18 08:5805/22/18 03:2891-20-3 n-Propylbenzene<0.056mg/kg0.0560.014105/18/18 08:5805/22/18 03:28103-65-1 Styrene<0.056mg/kg0.0560.015105/18/18 08:5805/22/18 03:28100-42-5 1,1,1,2-Tetrachloroethane<0.056mg/kg0.0560.015105/18/18 08:5805/22/18 03:28630-20-6 1,1,2,2-Tetrachloroethane<0.056mg/kg0.0560.025105/18/18 08:5805/22/18 03:2879-34-5 Tetrachloroethene<0.056mg/kg0.0560.023105/18/18 08:5805/22/18 03:28127-18-4 Tetrahydrofuran<2.2mg/kg2.20.58105/18/18 08:5805/22/18 03:28109-99-9 Toluene<0.056mg/kg0.0560.016105/18/18 08:5805/22/18 03:28108-88-3 1,2,3-Trichlorobenzene<0.056mg/kg0.0560.014105/18/18 08:5805/22/18 03:2887-61-6 1,2,4-Trichlorobenzene<0.056mg/kg0.0560.016105/18/18 08:5805/22/18 03:28120-82-1 1,1,1-Trichloroethane<0.056mg/kg0.0560.013105/18/18 08:5805/22/18 03:2871-55-6 1,1,2-Trichloroethane<0.056mg/kg0.0560.015105/18/18 08:5805/22/18 03:2879-00-5 Trichloroethene<0.056mg/kg0.0560.0094105/18/18 08:5805/22/18 03:2879-01-6 Trichlorofluoromethane<0.22mg/kg0.220.083105/18/18 08:5805/22/18 03:2875-69-4 1,2,3-Trichloropropane<0.22mg/kg0.220.044105/18/18 08:5805/22/18 03:2896-18-4 1,1,2-Trichlorotrifluoroethane<0.22mg/kg0.220.029105/18/18 08:5805/22/18 03:2876-13-1 1,2,4-Trimethylbenzene<0.056mg/kg0.0560.014105/18/18 08:5805/22/18 03:2895-63-6 1,3,5-Trimethylbenzene<0.056mg/kg0.0560.011105/18/18 08:5805/22/18 03:28108-67-8 Vinyl chloride<0.022mg/kg0.0220.0094105/18/18 08:5805/22/18 03:2875-01-4 Xylene (Total)<0.17mg/kg0.170.030105/18/18 08:5805/22/18 03:281330-20-7 Surrogates 1,2-Dichloroethane-d4 (S)93%.75-125105/18/18 08:5805/22/18 03:2817060-07-0 Toluene-d8 (S)98%.75-125105/18/18 08:5805/22/18 03:282037-26-5 4-Bromofluorobenzene (S)99%.75-125105/18/18 08:5805/22/18 03:28460-00-4 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 15 of 69 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Sample:B-11 (7-9)Lab ID:10431124003Collected:05/14/18 12:00Received:05/14/18 17:17Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: WI MOD DRO WIDRO GCS Silica Gel WDRO C10-C2818.7mg/kg10.32.0105/19/18 17:52T6 Surrogates n-Triacontane (S)60%.59-133105/19/18 17:52638-68-6 Analytical Method: WI MOD GRO Preparation Method: EPA 5030 Medium Soil WIGRO GCV Gasoline Range Organics<12.7mg/kg12.71.6105/18/18 10:3705/19/18 00:02 Surrogates a,a,a-Trifluorotoluene (S)100%.80-150105/18/18 10:3705/19/18 00:0298-08-8 Analytical Method: EPA 6010D Preparation Method: EPA 3050 6010D MET ICP Barium307mg/kg0.620.034105/15/18 08:3105/15/18 17:257440-39-3 Cadmium0.72mg/kg0.190.019105/15/18 08:3105/15/18 17:257440-43-9 Chromium36.6mg/kg0.620.079105/15/18 08:3105/15/18 17:257440-47-3 Lead575mg/kg0.620.14105/15/18 08:3105/15/18 17:257439-92-1 Silver<0.62mg/kg0.620.049105/15/18 08:3105/15/18 17:257440-22-4 Analytical Method: EPA 6020B Preparation Method: EPA 3050 6020B MET ICPMS Arsenic11.2mg/kg0.630.282005/16/18 07:0005/21/18 23:227440-38-2 Selenium<0.63mg/kg0.630.312005/16/18 07:0005/21/18 23:227782-49-2 Analytical Method: EPA 7471B Preparation Method: EPA 7471B 7471B Mercury Mercury0.27mg/kg0.0230.011105/15/18 07:0205/15/18 16:117439-97-6 Analytical Method: ASTM D2974 Dry Weight / %M by ASTM D2974 Percent Moisture21.2%0.100.10105/16/18 14:04 Analytical Method: EPA 8270D by SIM Preparation Method: EPA 3550 8270D MSSV PAH by SIM Acenaphthene<0.025mg/kg0.0250.0015205/15/18 13:0205/17/18 12:3883-32-9 Acenaphthylene0.037mg/kg0.0250.0017205/15/18 13:0205/17/18 12:38208-96-8 Anthracene0.036mg/kg0.0250.0013205/15/18 13:0205/17/18 12:38120-12-7 Benzo(a)anthracene0.098mg/kg0.0250.0039205/15/18 13:0205/17/18 12:3856-55-3 Benzo(a)pyrene0.12mg/kg0.0250.0027205/15/18 13:0205/17/18 12:3850-32-8 Benzo(b)fluoranthene0.17mg/kg0.0250.0014205/15/18 13:0205/17/18 12:38205-99-2 Benzo(g,h,i)perylene0.077mg/kg0.0250.0024205/15/18 13:0205/17/18 12:38191-24-2 Benzo(k)fluoranthene0.064mg/kg0.0250.0030205/15/18 13:0205/17/18 12:38207-08-9 Chrysene0.13mg/kg0.0250.00077205/15/18 13:0205/17/18 12:38218-01-9 Dibenz(a,h)anthracene<0.025mg/kg0.0250.0012205/15/18 13:0205/17/18 12:3853-70-3 Fluoranthene0.23mg/kg0.0250.00079205/15/18 13:0205/17/18 12:38206-44-0 Fluorene<0.025mg/kg0.0250.00064205/15/18 13:0205/17/18 12:3886-73-7 Indeno(1,2,3-cd)pyrene0.071mg/kg0.0250.0026205/15/18 13:0205/17/18 12:38193-39-5 Naphthalene<0.025mg/kg0.0250.0026205/15/18 13:0205/17/18 12:3891-20-3 Phenanthrene0.084mg/kg0.0250.0036205/15/18 13:0205/17/18 12:3885-01-8 Pyrene0.18mg/kg0.0250.00088205/15/18 13:0205/17/18 12:38129-00-0 Total BaP Eq. MN 2006sh. ND=00.16mg/kg0.025205/15/18 13:0205/17/18 12:38 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 16 of 69 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Sample:B-11 (7-9)Lab ID:10431124003Collected:05/14/18 12:00Received:05/14/18 17:17Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: EPA 8270D by SIM Preparation Method: EPA 3550 8270D MSSV PAH by SIM Surrogates 2-Fluorobiphenyl (S)92%.42-125205/15/18 13:0205/17/18 12:38321-60-8D3 p-Terphenyl-d14 (S)101%.57-125205/15/18 13:0205/17/18 12:381718-51-0 Analytical Method: EPA 8260B Preparation Method: EPA 5035/5030B 8260B MSV 5030 Med Level Acetone<1.3mg/kg1.30.62105/18/18 08:5805/22/18 03:4367-64-1 Allyl chloride<0.26mg/kg0.260.060105/18/18 08:5805/22/18 03:43107-05-1 Benzene<0.026mg/kg0.0260.0095105/18/18 08:5805/22/18 03:4371-43-2 Bromobenzene<0.064mg/kg0.0640.017105/18/18 08:5805/22/18 03:43108-86-1 Bromochloromethane<0.064mg/kg0.0640.031105/18/18 08:5805/22/18 03:4374-97-5 Bromodichloromethane<0.064mg/kg0.0640.023105/18/18 08:5805/22/18 03:4375-27-4 Bromoform<0.64mg/kg0.640.046105/18/18 08:5805/22/18 03:4375-25-2 Bromomethane<0.64mg/kg0.640.069105/18/18 08:5805/22/18 03:4374-83-9 2-Butanone (MEK)<0.32mg/kg0.320.12105/18/18 08:5805/22/18 03:4378-93-3 n-Butylbenzene<0.064mg/kg0.0640.016105/18/18 08:5805/22/18 03:43104-51-8 sec-Butylbenzene<0.064mg/kg0.0640.018105/18/18 08:5805/22/18 03:43135-98-8 tert-Butylbenzene<0.064mg/kg0.0640.017105/18/18 08:5805/22/18 03:4398-06-6 Carbon tetrachloride<0.064mg/kg0.0640.026105/18/18 08:5805/22/18 03:4356-23-5 Chlorobenzene<0.064mg/kg0.0640.019105/18/18 08:5805/22/18 03:43108-90-7 Chloroethane<0.64mg/kg0.640.099105/18/18 08:5805/22/18 03:4375-00-3 Chloroform<0.064mg/kg0.0640.026105/18/18 08:5805/22/18 03:4367-66-3 Chloromethane<0.26mg/kg0.260.042105/18/18 08:5805/22/18 03:4374-87-3 2-Chlorotoluene<0.064mg/kg0.0640.020105/18/18 08:5805/22/18 03:4395-49-8 4-Chlorotoluene<0.064mg/kg0.0640.016105/18/18 08:5805/22/18 03:43106-43-4 1,2-Dibromo-3-chloropropane<1.6mg/kg1.60.11105/18/18 08:5805/22/18 03:4396-12-8 Dibromochloromethane<0.26mg/kg0.260.064105/18/18 08:5805/22/18 03:43124-48-1 1,2-Dibromoethane (EDB)<0.064mg/kg0.0640.026105/18/18 08:5805/22/18 03:43106-93-4 Dibromomethane<0.064mg/kg0.0640.022105/18/18 08:5805/22/18 03:4374-95-3 1,2-Dichlorobenzene<0.064mg/kg0.0640.014105/18/18 08:5805/22/18 03:4395-50-1 1,3-Dichlorobenzene<0.064mg/kg0.0640.022105/18/18 08:5805/22/18 03:43541-73-1 1,4-Dichlorobenzene<0.064mg/kg0.0640.023105/18/18 08:5805/22/18 03:43106-46-7 Dichlorodifluoromethane<0.26mg/kg0.260.10105/18/18 08:5805/22/18 03:4375-71-8 1,1-Dichloroethane<0.064mg/kg0.0640.017105/18/18 08:5805/22/18 03:4375-34-3 1,2-Dichloroethane<0.064mg/kg0.0640.024105/18/18 08:5805/22/18 03:43107-06-2 1,1-Dichloroethene<0.064mg/kg0.0640.028105/18/18 08:5805/22/18 03:4375-35-4 cis-1,2-Dichloroethene<0.064mg/kg0.0640.012105/18/18 08:5805/22/18 03:43156-59-2 trans-1,2-Dichloroethene<0.064mg/kg0.0640.026105/18/18 08:5805/22/18 03:43156-60-5 Dichlorofluoromethane<0.64mg/kg0.640.060105/18/18 08:5805/22/18 03:4375-43-4 1,2-Dichloropropane<0.064mg/kg0.0640.023105/18/18 08:5805/22/18 03:4378-87-5 1,3-Dichloropropane<0.064mg/kg0.0640.024105/18/18 08:5805/22/18 03:43142-28-9 2,2-Dichloropropane<0.26mg/kg0.260.064105/18/18 08:5805/22/18 03:43594-20-7 1,1-Dichloropropene<0.064mg/kg0.0640.018105/18/18 08:5805/22/18 03:43563-58-6 cis-1,3-Dichloropropene<0.064mg/kg0.0640.021105/18/18 08:5805/22/18 03:4310061-01-5 trans-1,3-Dichloropropene<0.064mg/kg0.0640.046105/18/18 08:5805/22/18 03:4310061-02-6 Diethyl ether (Ethyl ether)<0.26mg/kg0.260.054105/18/18 08:5805/22/18 03:4360-29-7 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 17 of 69 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Sample:B-11 (7-9)Lab ID:10431124003Collected:05/14/18 12:00Received:05/14/18 17:17Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: EPA 8260B Preparation Method: EPA 5035/5030B 8260B MSV 5030 Med Level Ethylbenzene<0.064mg/kg0.0640.019105/18/18 08:5805/22/18 03:43100-41-4 Hexachloro-1,3-butadiene<0.32mg/kg0.320.066105/18/18 08:5805/22/18 03:4387-68-3 Isopropylbenzene (Cumene)<0.064mg/kg0.0640.021105/18/18 08:5805/22/18 03:4398-82-8 p-Isopropyltoluene<0.064mg/kg0.0640.013105/18/18 08:5805/22/18 03:4399-87-6 Methylene Chloride<0.26mg/kg0.260.033105/18/18 08:5805/22/18 03:4375-09-2 4-Methyl-2-pentanone (MIBK)<0.32mg/kg0.320.085105/18/18 08:5805/22/18 03:43108-10-1 Methyl-tert-butyl ether<0.064mg/kg0.0640.020105/18/18 08:5805/22/18 03:431634-04-4 Naphthalene<0.26mg/kg0.260.057105/18/18 08:5805/22/18 03:4391-20-3 n-Propylbenzene<0.064mg/kg0.0640.016105/18/18 08:5805/22/18 03:43103-65-1 Styrene<0.064mg/kg0.0640.017105/18/18 08:5805/22/18 03:43100-42-5 1,1,1,2-Tetrachloroethane<0.064mg/kg0.0640.017105/18/18 08:5805/22/18 03:43630-20-6 1,1,2,2-Tetrachloroethane<0.064mg/kg0.0640.029105/18/18 08:5805/22/18 03:4379-34-5 Tetrachloroethene0.23mg/kg0.0640.027105/18/18 08:5805/22/18 03:43127-18-4 Tetrahydrofuran<2.6mg/kg2.60.67105/18/18 08:5805/22/18 03:43109-99-9 Toluene<0.064mg/kg0.0640.018105/18/18 08:5805/22/18 03:43108-88-3 1,2,3-Trichlorobenzene<0.064mg/kg0.0640.016105/18/18 08:5805/22/18 03:4387-61-6 1,2,4-Trichlorobenzene<0.064mg/kg0.0640.018105/18/18 08:5805/22/18 03:43120-82-1 1,1,1-Trichloroethane<0.064mg/kg0.0640.015105/18/18 08:5805/22/18 03:4371-55-6 1,1,2-Trichloroethane<0.064mg/kg0.0640.017105/18/18 08:5805/22/18 03:4379-00-5 Trichloroethene<0.064mg/kg0.0640.011105/18/18 08:5805/22/18 03:4379-01-6 Trichlorofluoromethane<0.26mg/kg0.260.096105/18/18 08:5805/22/18 03:4375-69-4 1,2,3-Trichloropropane<0.26mg/kg0.260.051105/18/18 08:5805/22/18 03:4396-18-4 1,1,2-Trichlorotrifluoroethane<0.26mg/kg0.260.034105/18/18 08:5805/22/18 03:4376-13-1 1,2,4-Trimethylbenzene<0.064mg/kg0.0640.017105/18/18 08:5805/22/18 03:4395-63-6 1,3,5-Trimethylbenzene<0.064mg/kg0.0640.012105/18/18 08:5805/22/18 03:43108-67-8 Vinyl chloride<0.026mg/kg0.0260.011105/18/18 08:5805/22/18 03:4375-01-4 Xylene (Total)<0.19mg/kg0.190.034105/18/18 08:5805/22/18 03:431330-20-7 Surrogates 1,2-Dichloroethane-d4 (S)92%.75-125105/18/18 08:5805/22/18 03:4317060-07-0 Toluene-d8 (S)99%.75-125105/18/18 08:5805/22/18 03:432037-26-5 4-Bromofluorobenzene (S)99%.75-125105/18/18 08:5805/22/18 03:43460-00-4 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 18 of 69 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Sample:B-13 (13-15)Lab ID:10431124004Collected:05/14/18 10:30Received:05/14/18 17:17Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: WI MOD DRO Preparation Method: WI MOD DRO WIDRO GCS Silica Gel WDRO C10-C28220mg/kg46.59.1505/15/18 12:0005/19/18 18:29T6 Surrogates n-Triacontane (S)123%.59-133505/15/18 12:0005/19/18 18:29638-68-6 Analytical Method: WI MOD GRO Preparation Method: EPA 5030 Medium Soil WIGRO GCV Gasoline Range Organics<11.2mg/kg11.21.4105/18/18 10:3705/18/18 18:40 Surrogates a,a,a-Trifluorotoluene (S)101%.80-150105/18/18 10:3705/18/18 18:4098-08-8 Analytical Method: EPA 6010D Preparation Method: EPA 3050 6010D MET ICP Barium99.0mg/kg0.560.030105/15/18 08:3105/15/18 17:277440-39-3 Cadmium0.55mg/kg0.170.017105/15/18 08:3105/15/18 17:277440-43-9 Chromium12.6mg/kg0.560.072105/15/18 08:3105/15/18 17:277440-47-3 Lead227mg/kg0.560.13105/15/18 08:3105/15/18 17:277439-92-1 Silver<0.56mg/kg0.560.044105/15/18 08:3105/15/18 17:277440-22-4 Analytical Method: EPA 6020B Preparation Method: EPA 3050 6020B MET ICPMS Arsenic6.1mg/kg0.560.252005/16/18 07:0005/21/18 23:247440-38-2 Selenium<0.56mg/kg0.560.282005/16/18 07:0005/21/18 23:247782-49-2 Analytical Method: EPA 7471B Preparation Method: EPA 7471B 7471B Mercury Mercury0.99mg/kg0.0230.011105/15/18 07:0205/15/18 16:137439-97-6 Analytical Method: ASTM D2974 Dry Weight / %M by ASTM D2974 Percent Moisture12.9%0.100.10105/16/18 14:04 Analytical Method: EPA 8270D by SIM Preparation Method: EPA 3550 8270D MSSV PAH by SIM Acenaphthene0.38mg/kg0.0110.00067105/15/18 13:0205/16/18 18:0883-32-9 Acenaphthylene0.053mg/kg0.0110.00075105/15/18 13:0205/16/18 18:08208-96-8 Anthracene0.79mg/kg0.0570.0030505/15/18 13:0205/16/18 18:29120-12-7 Benzo(a)anthracene1.4mg/kg0.0570.0088505/15/18 13:0205/16/18 18:2956-55-3 Benzo(a)pyrene1.1mg/kg0.0570.0060505/15/18 13:0205/16/18 18:2950-32-8 Benzo(b)fluoranthene1.4mg/kg0.0570.0032505/15/18 13:0205/16/18 18:29205-99-2 Benzo(g,h,i)perylene0.61mg/kg0.0570.0054505/15/18 13:0205/16/18 18:29191-24-2 Benzo(k)fluoranthene0.54mg/kg0.0570.0067505/15/18 13:0205/16/18 18:29207-08-9 Chrysene1.3mg/kg0.0570.0017505/15/18 13:0205/16/18 18:29218-01-9 Dibenz(a,h)anthracene0.18mg/kg0.0110.00053105/15/18 13:0205/16/18 18:0853-70-3 Fluoranthene2.9mg/kg0.110.00361005/15/18 13:0205/17/18 12:59206-44-0 Fluorene0.41mg/kg0.0570.0014505/15/18 13:0205/16/18 18:2986-73-7 Indeno(1,2,3-cd)pyrene0.53mg/kg0.0570.0060505/15/18 13:0205/16/18 18:29193-39-5 Naphthalene0.32mg/kg0.0110.0012105/15/18 13:0205/16/18 18:0891-20-3 Phenanthrene3.2mg/kg0.110.0161005/15/18 13:0205/17/18 12:5985-01-8 Pyrene2.3mg/kg0.110.00401005/15/18 13:0205/17/18 12:59129-00-0 Total BaP Eq. MN 2006sh. ND=01.6mg/kg0.057505/15/18 13:0205/16/18 18:29 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 19 of 69 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Sample:B-13 (13-15)Lab ID:10431124004Collected:05/14/18 10:30Received:05/14/18 17:17Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: EPA 8270D by SIM Preparation Method: EPA 3550 8270D MSSV PAH by SIM Surrogates 2-Fluorobiphenyl (S)79%.42-125105/15/18 13:0205/16/18 18:08321-60-8 p-Terphenyl-d14 (S)97%.57-125105/15/18 13:0205/16/18 18:081718-51-0 Analytical Method: EPA 8260B Preparation Method: EPA 5035/5030B 8260B MSV 5030 Med Level Acetone<1.1mg/kg1.10.54105/18/18 08:5805/22/18 03:5867-64-1 Allyl chloride<0.22mg/kg0.220.053105/18/18 08:5805/22/18 03:58107-05-1 Benzene0.051mg/kg0.0220.0083105/18/18 08:5805/22/18 03:5871-43-2 Bromobenzene<0.056mg/kg0.0560.015105/18/18 08:5805/22/18 03:58108-86-1 Bromochloromethane<0.056mg/kg0.0560.027105/18/18 08:5805/22/18 03:5874-97-5 Bromodichloromethane<0.056mg/kg0.0560.020105/18/18 08:5805/22/18 03:5875-27-4 Bromoform<0.56mg/kg0.560.041105/18/18 08:5805/22/18 03:5875-25-2 Bromomethane<0.56mg/kg0.560.060105/18/18 08:5805/22/18 03:5874-83-9 2-Butanone (MEK)<0.28mg/kg0.280.10105/18/18 08:5805/22/18 03:5878-93-3 n-Butylbenzene<0.056mg/kg0.0560.014105/18/18 08:5805/22/18 03:58104-51-8 sec-Butylbenzene<0.056mg/kg0.0560.016105/18/18 08:5805/22/18 03:58135-98-8 tert-Butylbenzene<0.056mg/kg0.0560.015105/18/18 08:5805/22/18 03:5898-06-6 Carbon tetrachloride<0.056mg/kg0.0560.022105/18/18 08:5805/22/18 03:5856-23-5 Chlorobenzene<0.056mg/kg0.0560.017105/18/18 08:5805/22/18 03:58108-90-7 Chloroethane<0.56mg/kg0.560.086105/18/18 08:5805/22/18 03:5875-00-3 Chloroform<0.056mg/kg0.0560.023105/18/18 08:5805/22/18 03:5867-66-3 Chloromethane<0.22mg/kg0.220.036105/18/18 08:5805/22/18 03:5874-87-3 2-Chlorotoluene<0.056mg/kg0.0560.018105/18/18 08:5805/22/18 03:5895-49-8 4-Chlorotoluene<0.056mg/kg0.0560.014105/18/18 08:5805/22/18 03:58106-43-4 1,2-Dibromo-3-chloropropane<1.4mg/kg1.40.098105/18/18 08:5805/22/18 03:5896-12-8 Dibromochloromethane<0.22mg/kg0.220.056105/18/18 08:5805/22/18 03:58124-48-1 1,2-Dibromoethane (EDB)<0.056mg/kg0.0560.022105/18/18 08:5805/22/18 03:58106-93-4 Dibromomethane<0.056mg/kg0.0560.019105/18/18 08:5805/22/18 03:5874-95-3 1,2-Dichlorobenzene<0.056mg/kg0.0560.012105/18/18 08:5805/22/18 03:5895-50-1 1,3-Dichlorobenzene<0.056mg/kg0.0560.019105/18/18 08:5805/22/18 03:58541-73-1 1,4-Dichlorobenzene<0.056mg/kg0.0560.020105/18/18 08:5805/22/18 03:58106-46-7 Dichlorodifluoromethane<0.22mg/kg0.220.088105/18/18 08:5805/22/18 03:5875-71-8 1,1-Dichloroethane<0.056mg/kg0.0560.015105/18/18 08:5805/22/18 03:5875-34-3 1,2-Dichloroethane<0.056mg/kg0.0560.021105/18/18 08:5805/22/18 03:58107-06-2 1,1-Dichloroethene<0.056mg/kg0.0560.024105/18/18 08:5805/22/18 03:5875-35-4 cis-1,2-Dichloroethene<0.056mg/kg0.0560.010105/18/18 08:5805/22/18 03:58156-59-2 trans-1,2-Dichloroethene<0.056mg/kg0.0560.023105/18/18 08:5805/22/18 03:58156-60-5 Dichlorofluoromethane<0.56mg/kg0.560.053105/18/18 08:5805/22/18 03:5875-43-4 1,2-Dichloropropane<0.056mg/kg0.0560.020105/18/18 08:5805/22/18 03:5878-87-5 1,3-Dichloropropane<0.056mg/kg0.0560.021105/18/18 08:5805/22/18 03:58142-28-9 2,2-Dichloropropane<0.22mg/kg0.220.055105/18/18 08:5805/22/18 03:58594-20-7 1,1-Dichloropropene<0.056mg/kg0.0560.016105/18/18 08:5805/22/18 03:58563-58-6 cis-1,3-Dichloropropene<0.056mg/kg0.0560.018105/18/18 08:5805/22/18 03:5810061-01-5 trans-1,3-Dichloropropene<0.056mg/kg0.0560.040105/18/18 08:5805/22/18 03:5810061-02-6 Diethyl ether (Ethyl ether)<0.22mg/kg0.220.047105/18/18 08:5805/22/18 03:5860-29-7 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 20 of 69 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Sample:B-13 (13-15)Lab ID:10431124004Collected:05/14/18 10:30Received:05/14/18 17:17Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: EPA 8260B Preparation Method: EPA 5035/5030B 8260B MSV 5030 Med Level Ethylbenzene<0.056mg/kg0.0560.016105/18/18 08:5805/22/18 03:58100-41-4 Hexachloro-1,3-butadiene<0.28mg/kg0.280.058105/18/18 08:5805/22/18 03:5887-68-3 Isopropylbenzene (Cumene)<0.056mg/kg0.0560.018105/18/18 08:5805/22/18 03:5898-82-8 p-Isopropyltoluene<0.056mg/kg0.0560.011105/18/18 08:5805/22/18 03:5899-87-6 Methylene Chloride<0.22mg/kg0.220.029105/18/18 08:5805/22/18 03:5875-09-2 4-Methyl-2-pentanone (MIBK)<0.28mg/kg0.280.074105/18/18 08:5805/22/18 03:58108-10-1 Methyl-tert-butyl ether<0.056mg/kg0.0560.018105/18/18 08:5805/22/18 03:581634-04-4 Naphthalene<0.22mg/kg0.220.049105/18/18 08:5805/22/18 03:5891-20-3 n-Propylbenzene<0.056mg/kg0.0560.014105/18/18 08:5805/22/18 03:58103-65-1 Styrene<0.056mg/kg0.0560.015105/18/18 08:5805/22/18 03:58100-42-5 1,1,1,2-Tetrachloroethane<0.056mg/kg0.0560.015105/18/18 08:5805/22/18 03:58630-20-6 1,1,2,2-Tetrachloroethane<0.056mg/kg0.0560.025105/18/18 08:5805/22/18 03:5879-34-5 Tetrachloroethene<0.056mg/kg0.0560.023105/18/18 08:5805/22/18 03:58127-18-4 Tetrahydrofuran<2.2mg/kg2.20.58105/18/18 08:5805/22/18 03:58109-99-9 Toluene0.091mg/kg0.0560.016105/18/18 08:5805/22/18 03:58108-88-3 1,2,3-Trichlorobenzene<0.056mg/kg0.0560.014105/18/18 08:5805/22/18 03:5887-61-6 1,2,4-Trichlorobenzene<0.056mg/kg0.0560.016105/18/18 08:5805/22/18 03:58120-82-1 1,1,1-Trichloroethane<0.056mg/kg0.0560.013105/18/18 08:5805/22/18 03:5871-55-6 1,1,2-Trichloroethane<0.056mg/kg0.0560.015105/18/18 08:5805/22/18 03:5879-00-5 Trichloroethene<0.056mg/kg0.0560.0095105/18/18 08:5805/22/18 03:5879-01-6 Trichlorofluoromethane<0.22mg/kg0.220.083105/18/18 08:5805/22/18 03:5875-69-4 1,2,3-Trichloropropane<0.22mg/kg0.220.044105/18/18 08:5805/22/18 03:5896-18-4 1,1,2-Trichlorotrifluoroethane<0.22mg/kg0.220.030105/18/18 08:5805/22/18 03:5876-13-1 1,2,4-Trimethylbenzene0.059mg/kg0.0560.015105/18/18 08:5805/22/18 03:5895-63-6 1,3,5-Trimethylbenzene<0.056mg/kg0.0560.011105/18/18 08:5805/22/18 03:58108-67-8 Vinyl chloride<0.022mg/kg0.0220.0094105/18/18 08:5805/22/18 03:5875-01-4 Xylene (Total)<0.17mg/kg0.170.030105/18/18 08:5805/22/18 03:581330-20-7 Surrogates 1,2-Dichloroethane-d4 (S)93%.75-125105/18/18 08:5805/22/18 03:5817060-07-0 Toluene-d8 (S)100%.75-125105/18/18 08:5805/22/18 03:582037-26-5 4-Bromofluorobenzene (S)99%.75-125105/18/18 08:5805/22/18 03:58460-00-4 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 21 of 69 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Sample:B-14 (8-10)Lab ID:10431124005Collected:05/14/18 11:00Received:05/14/18 17:17Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: WI MOD DRO Preparation Method: WI MOD DRO WIDRO GCS Silica Gel WDRO C10-C2859.3mg/kg9.11.8105/15/18 12:0005/19/18 18:13T6 Surrogates n-Triacontane (S)98%.59-133105/15/18 12:0005/19/18 18:13638-68-6 Analytical Method: WI MOD GRO Preparation Method: EPA 5030 Medium Soil WIGRO GCV Gasoline Range Organics<12.8mg/kg12.81.6105/18/18 10:3705/18/18 19:04 Surrogates a,a,a-Trifluorotoluene (S)100%.80-150105/18/18 10:3705/18/18 19:0498-08-8 Analytical Method: EPA 6010D Preparation Method: EPA 3050 6010D MET ICP Barium229mg/kg0.600.033105/15/18 08:3105/15/18 17:367440-39-3 Cadmium1.0mg/kg0.180.018105/15/18 08:3105/15/18 17:367440-43-9 Chromium23.0mg/kg0.600.077105/15/18 08:3105/15/18 17:367440-47-3 Lead477mg/kg0.600.14105/15/18 08:3105/15/18 17:367439-92-1 Silver<0.60mg/kg0.600.047105/15/18 08:3105/15/18 17:367440-22-4 Analytical Method: EPA 6020B Preparation Method: EPA 3050 6020B MET ICPMS Arsenic13.7mg/kg0.610.272005/16/18 07:0005/21/18 23:277440-38-2 Selenium0.70mg/kg0.610.302005/16/18 07:0005/21/18 23:277782-49-2 Analytical Method: EPA 7471B Preparation Method: EPA 7471B 7471B Mercury Mercury0.25mg/kg0.0230.011105/15/18 07:0205/15/18 16:167439-97-6 Analytical Method: ASTM D2974 Dry Weight / %M by ASTM D2974 Percent Moisture17.8%0.100.10105/16/18 14:04 Analytical Method: EPA 8270D by SIM Preparation Method: EPA 3550 8270D MSSV PAH by SIM Acenaphthene0.068mg/kg0.0610.0036505/15/18 13:0205/16/18 18:5083-32-9 Acenaphthylene<0.061mg/kg0.0610.0040505/15/18 13:0205/16/18 18:50208-96-8 Anthracene0.25mg/kg0.0610.0032505/15/18 13:0205/16/18 18:50120-12-7 Benzo(a)anthracene0.49mg/kg0.0610.0094505/15/18 13:0205/16/18 18:5056-55-3 Benzo(a)pyrene0.46mg/kg0.0610.0064505/15/18 13:0205/16/18 18:5050-32-8 Benzo(b)fluoranthene0.63mg/kg0.0610.0034505/15/18 13:0205/16/18 18:50205-99-2 Benzo(g,h,i)perylene0.29mg/kg0.0610.0057505/15/18 13:0205/16/18 18:50191-24-2 Benzo(k)fluoranthene0.19mg/kg0.0610.0071505/15/18 13:0205/16/18 18:50207-08-9 Chrysene0.51mg/kg0.0610.0018505/15/18 13:0205/16/18 18:50218-01-9 Dibenz(a,h)anthracene0.073mg/kg0.0610.0028505/15/18 13:0205/16/18 18:5053-70-3 Fluoranthene0.96mg/kg0.0610.0019505/15/18 13:0205/16/18 18:50206-44-0 Fluorene0.075mg/kg0.0610.0015505/15/18 13:0205/16/18 18:5086-73-7 Indeno(1,2,3-cd)pyrene0.26mg/kg0.0610.0063505/15/18 13:0205/16/18 18:50193-39-5 Naphthalene<0.061mg/kg0.0610.0062505/15/18 13:0205/16/18 18:5091-20-3 Phenanthrene0.75mg/kg0.0610.0086505/15/18 13:0205/16/18 18:5085-01-8 Pyrene0.82mg/kg0.0610.0021505/15/18 13:0205/16/18 18:50129-00-0 Total BaP Eq. MN 2006sh. ND=00.67mg/kg0.061505/15/18 13:0205/16/18 18:50 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 22 of 69 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Sample:B-14 (8-10)Lab ID:10431124005Collected:05/14/18 11:00Received:05/14/18 17:17Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: EPA 8270D by SIM Preparation Method: EPA 3550 8270D MSSV PAH by SIM Surrogates 2-Fluorobiphenyl (S)71%.42-125505/15/18 13:0205/16/18 18:50321-60-8D3 p-Terphenyl-d14 (S)89%.57-125505/15/18 13:0205/16/18 18:501718-51-0 Analytical Method: EPA 8260B Preparation Method: EPA 5035/5030B 8260B MSV 5030 Med Level Acetone<1.3mg/kg1.30.64105/18/18 08:5805/22/18 04:1367-64-1 Allyl chloride<0.26mg/kg0.260.062105/18/18 08:5805/22/18 04:13107-05-1 Benzene<0.026mg/kg0.0260.0098105/18/18 08:5805/22/18 04:1371-43-2 Bromobenzene<0.066mg/kg0.0660.018105/18/18 08:5805/22/18 04:13108-86-1 Bromochloromethane<0.066mg/kg0.0660.032105/18/18 08:5805/22/18 04:1374-97-5 Bromodichloromethane<0.066mg/kg0.0660.024105/18/18 08:5805/22/18 04:1375-27-4 Bromoform<0.66mg/kg0.660.048105/18/18 08:5805/22/18 04:1375-25-2 Bromomethane<0.66mg/kg0.660.071105/18/18 08:5805/22/18 04:1374-83-9 2-Butanone (MEK)<0.33mg/kg0.330.12105/18/18 08:5805/22/18 04:1378-93-3 n-Butylbenzene<0.066mg/kg0.0660.016105/18/18 08:5805/22/18 04:13104-51-8 sec-Butylbenzene<0.066mg/kg0.0660.019105/18/18 08:5805/22/18 04:13135-98-8 tert-Butylbenzene<0.066mg/kg0.0660.018105/18/18 08:5805/22/18 04:1398-06-6 Carbon tetrachloride<0.066mg/kg0.0660.026105/18/18 08:5805/22/18 04:1356-23-5 Chlorobenzene<0.066mg/kg0.0660.020105/18/18 08:5805/22/18 04:13108-90-7 Chloroethane<0.66mg/kg0.660.10105/18/18 08:5805/22/18 04:1375-00-3 Chloroform<0.066mg/kg0.0660.027105/18/18 08:5805/22/18 04:1367-66-3 Chloromethane<0.26mg/kg0.260.043105/18/18 08:5805/22/18 04:1374-87-3 2-Chlorotoluene<0.066mg/kg0.0660.021105/18/18 08:5805/22/18 04:1395-49-8 4-Chlorotoluene<0.066mg/kg0.0660.017105/18/18 08:5805/22/18 04:13106-43-4 1,2-Dibromo-3-chloropropane<1.7mg/kg1.70.12105/18/18 08:5805/22/18 04:1396-12-8 Dibromochloromethane<0.26mg/kg0.260.066105/18/18 08:5805/22/18 04:13124-48-1 1,2-Dibromoethane (EDB)<0.066mg/kg0.0660.026105/18/18 08:5805/22/18 04:13106-93-4 Dibromomethane<0.066mg/kg0.0660.022105/18/18 08:5805/22/18 04:1374-95-3 1,2-Dichlorobenzene<0.066mg/kg0.0660.014105/18/18 08:5805/22/18 04:1395-50-1 1,3-Dichlorobenzene<0.066mg/kg0.0660.023105/18/18 08:5805/22/18 04:13541-73-1 1,4-Dichlorobenzene<0.066mg/kg0.0660.024105/18/18 08:5805/22/18 04:13106-46-7 Dichlorodifluoromethane<0.26mg/kg0.260.10105/18/18 08:5805/22/18 04:1375-71-8 1,1-Dichloroethane<0.066mg/kg0.0660.017105/18/18 08:5805/22/18 04:1375-34-3 1,2-Dichloroethane<0.066mg/kg0.0660.024105/18/18 08:5805/22/18 04:13107-06-2 1,1-Dichloroethene<0.066mg/kg0.0660.028105/18/18 08:5805/22/18 04:1375-35-4 cis-1,2-Dichloroethene<0.066mg/kg0.0660.012105/18/18 08:5805/22/18 04:13156-59-2 trans-1,2-Dichloroethene<0.066mg/kg0.0660.027105/18/18 08:5805/22/18 04:13156-60-5 Dichlorofluoromethane<0.66mg/kg0.660.062105/18/18 08:5805/22/18 04:1375-43-4 1,2-Dichloropropane<0.066mg/kg0.0660.024105/18/18 08:5805/22/18 04:1378-87-5 1,3-Dichloropropane<0.066mg/kg0.0660.025105/18/18 08:5805/22/18 04:13142-28-9 2,2-Dichloropropane<0.26mg/kg0.260.065105/18/18 08:5805/22/18 04:13594-20-7 1,1-Dichloropropene<0.066mg/kg0.0660.019105/18/18 08:5805/22/18 04:13563-58-6 cis-1,3-Dichloropropene<0.066mg/kg0.0660.021105/18/18 08:5805/22/18 04:1310061-01-5 trans-1,3-Dichloropropene<0.066mg/kg0.0660.047105/18/18 08:5805/22/18 04:1310061-02-6 Diethyl ether (Ethyl ether)<0.26mg/kg0.260.055105/18/18 08:5805/22/18 04:1360-29-7 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 23 of 69 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Sample:B-14 (8-10)Lab ID:10431124005Collected:05/14/18 11:00Received:05/14/18 17:17Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: EPA 8260B Preparation Method: EPA 5035/5030B 8260B MSV 5030 Med Level Ethylbenzene<0.066mg/kg0.0660.019105/18/18 08:5805/22/18 04:13100-41-4 Hexachloro-1,3-butadiene<0.33mg/kg0.330.068105/18/18 08:5805/22/18 04:1387-68-3 Isopropylbenzene (Cumene)<0.066mg/kg0.0660.021105/18/18 08:5805/22/18 04:1398-82-8 p-Isopropyltoluene<0.066mg/kg0.0660.014105/18/18 08:5805/22/18 04:1399-87-6 Methylene Chloride<0.26mg/kg0.260.034105/18/18 08:5805/22/18 04:1375-09-2 4-Methyl-2-pentanone (MIBK)<0.33mg/kg0.330.088105/18/18 08:5805/22/18 04:13108-10-1 Methyl-tert-butyl ether<0.066mg/kg0.0660.021105/18/18 08:5805/22/18 04:131634-04-4 Naphthalene0.51mg/kg0.260.058105/18/18 08:5805/22/18 04:1391-20-3 n-Propylbenzene<0.066mg/kg0.0660.016105/18/18 08:5805/22/18 04:13103-65-1 Styrene<0.066mg/kg0.0660.018105/18/18 08:5805/22/18 04:13100-42-5 1,1,1,2-Tetrachloroethane<0.066mg/kg0.0660.018105/18/18 08:5805/22/18 04:13630-20-6 1,1,2,2-Tetrachloroethane<0.066mg/kg0.0660.030105/18/18 08:5805/22/18 04:1379-34-5 Tetrachloroethene<0.066mg/kg0.0660.028105/18/18 08:5805/22/18 04:13127-18-4 Tetrahydrofuran<2.6mg/kg2.60.69105/18/18 08:5805/22/18 04:13109-99-9 Toluene<0.066mg/kg0.0660.019105/18/18 08:5805/22/18 04:13108-88-3 1,2,3-Trichlorobenzene<0.066mg/kg0.0660.017105/18/18 08:5805/22/18 04:1387-61-6 1,2,4-Trichlorobenzene<0.066mg/kg0.0660.019105/18/18 08:5805/22/18 04:13120-82-1 1,1,1-Trichloroethane<0.066mg/kg0.0660.015105/18/18 08:5805/22/18 04:1371-55-6 1,1,2-Trichloroethane<0.066mg/kg0.0660.018105/18/18 08:5805/22/18 04:1379-00-5 Trichloroethene<0.066mg/kg0.0660.011105/18/18 08:5805/22/18 04:1379-01-6 Trichlorofluoromethane<0.26mg/kg0.260.098105/18/18 08:5805/22/18 04:1375-69-4 1,2,3-Trichloropropane<0.26mg/kg0.260.052105/18/18 08:5805/22/18 04:1396-18-4 1,1,2-Trichlorotrifluoroethane<0.26mg/kg0.260.035105/18/18 08:5805/22/18 04:1376-13-1 1,2,4-Trimethylbenzene<0.066mg/kg0.0660.017105/18/18 08:5805/22/18 04:1395-63-6 1,3,5-Trimethylbenzene<0.066mg/kg0.0660.013105/18/18 08:5805/22/18 04:13108-67-8 Vinyl chloride<0.026mg/kg0.0260.011105/18/18 08:5805/22/18 04:1375-01-4 Xylene (Total)<0.20mg/kg0.200.035105/18/18 08:5805/22/18 04:131330-20-7 Surrogates 1,2-Dichloroethane-d4 (S)93%.75-125105/18/18 08:5805/22/18 04:1317060-07-0 Toluene-d8 (S)100%.75-125105/18/18 08:5805/22/18 04:132037-26-5 4-Bromofluorobenzene (S)101%.75-125105/18/18 08:5805/22/18 04:13460-00-4 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 24 of 69 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Sample:B-20 (13-15)Lab ID:10431124006Collected:05/14/18 13:40Received:05/14/18 17:17Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: WI MOD DRO Preparation Method: WI MOD DRO WIDRO GCS Silica Gel WDRO C10-C2860.4mg/kg12.42.4105/15/18 12:0005/19/18 17:59T6 Surrogates n-Triacontane (S)110%.59-133105/15/18 12:0005/19/18 17:59638-68-6 Analytical Method: WI MOD GRO Preparation Method: EPA 5030 Medium Soil WIGRO GCV Gasoline Range Organics<12.3mg/kg12.31.6105/18/18 10:3705/18/18 19:29 Surrogates a,a,a-Trifluorotoluene (S)99%.80-150105/18/18 10:3705/18/18 19:2998-08-8 Analytical Method: EPA 6010D Preparation Method: EPA 3050 6010D MET ICP Barium336mg/kg0.580.031105/15/18 08:3105/15/18 17:387440-39-3 Cadmium2.0mg/kg0.170.018105/15/18 08:3105/15/18 17:387440-43-9 Chromium29.5mg/kg0.580.073105/15/18 08:3105/15/18 17:387440-47-3 Lead2240mg/kg2.90.65505/15/18 08:3105/16/18 10:197439-92-1 Silver1.3mg/kg0.580.045105/15/18 08:3105/15/18 17:387440-22-4 Analytical Method: EPA 6020B Preparation Method: EPA 3050 6020B MET ICPMS Arsenic13.1mg/kg0.590.272005/16/18 07:0005/21/18 23:307440-38-2 Selenium<0.59mg/kg0.590.292005/16/18 07:0005/21/18 23:307782-49-2 Analytical Method: EPA 7471B Preparation Method: EPA 7471B 7471B Mercury Mercury0.53mg/kg0.0240.011105/15/18 07:0205/15/18 16:187439-97-6 Analytical Method: ASTM D2974 Dry Weight / %M by ASTM D2974 Percent Moisture16.6%0.100.10105/16/18 14:05 Analytical Method: EPA 8270D by SIM Preparation Method: EPA 3550 8270D MSSV PAH by SIM Acenaphthene<0.060mg/kg0.0600.0035505/15/18 13:0205/16/18 19:1183-32-9 Acenaphthylene0.072mg/kg0.0600.0039505/15/18 13:0205/16/18 19:11208-96-8 Anthracene0.14mg/kg0.0600.0031505/15/18 13:0205/16/18 19:11120-12-7 Benzo(a)anthracene0.39mg/kg0.0600.0092505/15/18 13:0205/16/18 19:1156-55-3 Benzo(a)pyrene0.39mg/kg0.0600.0063505/15/18 13:0205/16/18 19:1150-32-8 Benzo(b)fluoranthene0.56mg/kg0.0600.0033505/15/18 13:0205/16/18 19:11205-99-2 Benzo(g,h,i)perylene0.25mg/kg0.0600.0056505/15/18 13:0205/16/18 19:11191-24-2 Benzo(k)fluoranthene0.18mg/kg0.0600.0070505/15/18 13:0205/16/18 19:11207-08-9 Chrysene0.44mg/kg0.0600.0018505/15/18 13:0205/16/18 19:11218-01-9 Dibenz(a,h)anthracene0.066mg/kg0.0600.0027505/15/18 13:0205/16/18 19:1153-70-3 Fluoranthene0.79mg/kg0.0600.0019505/15/18 13:0205/16/18 19:11206-44-0 Fluorene<0.060mg/kg0.0600.0015505/15/18 13:0205/16/18 19:1186-73-7 Indeno(1,2,3-cd)pyrene0.23mg/kg0.0600.0062505/15/18 13:0205/16/18 19:11193-39-5 Naphthalene<0.060mg/kg0.0600.0061505/15/18 13:0205/16/18 19:1191-20-3 Phenanthrene0.36mg/kg0.0600.0085505/15/18 13:0205/16/18 19:1185-01-8 Pyrene0.62mg/kg0.0600.0021505/15/18 13:0205/16/18 19:11129-00-0 Total BaP Eq. MN 2006sh. ND=00.57mg/kg0.060505/15/18 13:0205/16/18 19:11 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 25 of 69 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Sample:B-20 (13-15)Lab ID:10431124006Collected:05/14/18 13:40Received:05/14/18 17:17Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: EPA 8270D by SIM Preparation Method: EPA 3550 8270D MSSV PAH by SIM Surrogates 2-Fluorobiphenyl (S)83%.42-125505/15/18 13:0205/16/18 19:11321-60-8D3 p-Terphenyl-d14 (S)95%.57-125505/15/18 13:0205/16/18 19:111718-51-0 Analytical Method: EPA 8260B Preparation Method: EPA 5035/5030B 8260B MSV 5030 Med Level Acetone<1.3mg/kg1.30.62105/18/18 08:5805/22/18 04:2967-64-1 Allyl chloride<0.25mg/kg0.250.059105/18/18 08:5805/22/18 04:29107-05-1 Benzene<0.025mg/kg0.0250.0094105/18/18 08:5805/22/18 04:2971-43-2 Bromobenzene<0.063mg/kg0.0630.017105/18/18 08:5805/22/18 04:29108-86-1 Bromochloromethane<0.063mg/kg0.0630.031105/18/18 08:5805/22/18 04:2974-97-5 Bromodichloromethane<0.063mg/kg0.0630.023105/18/18 08:5805/22/18 04:2975-27-4 Bromoform<0.63mg/kg0.630.046105/18/18 08:5805/22/18 04:2975-25-2 Bromomethane<0.63mg/kg0.630.068105/18/18 08:5805/22/18 04:2974-83-9 2-Butanone (MEK)<0.32mg/kg0.320.11105/18/18 08:5805/22/18 04:2978-93-3 n-Butylbenzene<0.063mg/kg0.0630.015105/18/18 08:5805/22/18 04:29104-51-8 sec-Butylbenzene<0.063mg/kg0.0630.018105/18/18 08:5805/22/18 04:29135-98-8 tert-Butylbenzene<0.063mg/kg0.0630.017105/18/18 08:5805/22/18 04:2998-06-6 Carbon tetrachloride<0.063mg/kg0.0630.025105/18/18 08:5805/22/18 04:2956-23-5 Chlorobenzene<0.063mg/kg0.0630.019105/18/18 08:5805/22/18 04:29108-90-7 Chloroethane<0.63mg/kg0.630.097105/18/18 08:5805/22/18 04:2975-00-3 Chloroform<0.063mg/kg0.0630.026105/18/18 08:5805/22/18 04:2967-66-3 Chloromethane<0.25mg/kg0.250.041105/18/18 08:5805/22/18 04:2974-87-3 2-Chlorotoluene<0.063mg/kg0.0630.020105/18/18 08:5805/22/18 04:2995-49-8 4-Chlorotoluene<0.063mg/kg0.0630.016105/18/18 08:5805/22/18 04:29106-43-4 1,2-Dibromo-3-chloropropane<1.6mg/kg1.60.11105/18/18 08:5805/22/18 04:2996-12-8 Dibromochloromethane<0.25mg/kg0.250.063105/18/18 08:5805/22/18 04:29124-48-1 1,2-Dibromoethane (EDB)<0.063mg/kg0.0630.025105/18/18 08:5805/22/18 04:29106-93-4 Dibromomethane<0.063mg/kg0.0630.021105/18/18 08:5805/22/18 04:2974-95-3 1,2-Dichlorobenzene<0.063mg/kg0.0630.014105/18/18 08:5805/22/18 04:2995-50-1 1,3-Dichlorobenzene<0.063mg/kg0.0630.022105/18/18 08:5805/22/18 04:29541-73-1 1,4-Dichlorobenzene<0.063mg/kg0.0630.023105/18/18 08:5805/22/18 04:29106-46-7 Dichlorodifluoromethane<0.25mg/kg0.250.099105/18/18 08:5805/22/18 04:2975-71-8 1,1-Dichloroethane<0.063mg/kg0.0630.016105/18/18 08:5805/22/18 04:2975-34-3 1,2-Dichloroethane<0.063mg/kg0.0630.023105/18/18 08:5805/22/18 04:29107-06-2 1,1-Dichloroethene<0.063mg/kg0.0630.027105/18/18 08:5805/22/18 04:2975-35-4 cis-1,2-Dichloroethene<0.063mg/kg0.0630.011105/18/18 08:5805/22/18 04:29156-59-2 trans-1,2-Dichloroethene<0.063mg/kg0.0630.026105/18/18 08:5805/22/18 04:29156-60-5 Dichlorofluoromethane<0.63mg/kg0.630.059105/18/18 08:5805/22/18 04:2975-43-4 1,2-Dichloropropane<0.063mg/kg0.0630.023105/18/18 08:5805/22/18 04:2978-87-5 1,3-Dichloropropane<0.063mg/kg0.0630.024105/18/18 08:5805/22/18 04:29142-28-9 2,2-Dichloropropane<0.25mg/kg0.250.063105/18/18 08:5805/22/18 04:29594-20-7 1,1-Dichloropropene<0.063mg/kg0.0630.018105/18/18 08:5805/22/18 04:29563-58-6 cis-1,3-Dichloropropene<0.063mg/kg0.0630.020105/18/18 08:5805/22/18 04:2910061-01-5 trans-1,3-Dichloropropene<0.063mg/kg0.0630.045105/18/18 08:5805/22/18 04:2910061-02-6 Diethyl ether (Ethyl ether)<0.25mg/kg0.250.053105/18/18 08:5805/22/18 04:2960-29-7 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 26 of 69 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Sample:B-20 (13-15)Lab ID:10431124006Collected:05/14/18 13:40Received:05/14/18 17:17Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: EPA 8260B Preparation Method: EPA 5035/5030B 8260B MSV 5030 Med Level Ethylbenzene<0.063mg/kg0.0630.018105/18/18 08:5805/22/18 04:29100-41-4 Hexachloro-1,3-butadiene<0.32mg/kg0.320.065105/18/18 08:5805/22/18 04:2987-68-3 Isopropylbenzene (Cumene)<0.063mg/kg0.0630.021105/18/18 08:5805/22/18 04:2998-82-8 p-Isopropyltoluene<0.063mg/kg0.0630.013105/18/18 08:5805/22/18 04:2999-87-6 Methylene Chloride<0.25mg/kg0.250.033105/18/18 08:5805/22/18 04:2975-09-2 4-Methyl-2-pentanone (MIBK)<0.32mg/kg0.320.084105/18/18 08:5805/22/18 04:29108-10-1 Methyl-tert-butyl ether<0.063mg/kg0.0630.020105/18/18 08:5805/22/18 04:291634-04-4 Naphthalene<0.25mg/kg0.250.056105/18/18 08:5805/22/18 04:2991-20-3 n-Propylbenzene<0.063mg/kg0.0630.016105/18/18 08:5805/22/18 04:29103-65-1 Styrene<0.063mg/kg0.0630.017105/18/18 08:5805/22/18 04:29100-42-5 1,1,1,2-Tetrachloroethane<0.063mg/kg0.0630.017105/18/18 08:5805/22/18 04:29630-20-6 1,1,2,2-Tetrachloroethane<0.063mg/kg0.0630.029105/18/18 08:5805/22/18 04:2979-34-5 Tetrachloroethene<0.063mg/kg0.0630.027105/18/18 08:5805/22/18 04:29127-18-4 Tetrahydrofuran<2.5mg/kg2.50.66105/18/18 08:5805/22/18 04:29109-99-9 Toluene<0.063mg/kg0.0630.018105/18/18 08:5805/22/18 04:29108-88-3 1,2,3-Trichlorobenzene<0.063mg/kg0.0630.016105/18/18 08:5805/22/18 04:2987-61-6 1,2,4-Trichlorobenzene<0.063mg/kg0.0630.018105/18/18 08:5805/22/18 04:29120-82-1 1,1,1-Trichloroethane<0.063mg/kg0.0630.014105/18/18 08:5805/22/18 04:2971-55-6 1,1,2-Trichloroethane<0.063mg/kg0.0630.017105/18/18 08:5805/22/18 04:2979-00-5 Trichloroethene<0.063mg/kg0.0630.011105/18/18 08:5805/22/18 04:2979-01-6 Trichlorofluoromethane<0.25mg/kg0.250.094105/18/18 08:5805/22/18 04:2975-69-4 1,2,3-Trichloropropane<0.25mg/kg0.250.050105/18/18 08:5805/22/18 04:2996-18-4 1,1,2-Trichlorotrifluoroethane<0.25mg/kg0.250.033105/18/18 08:5805/22/18 04:2976-13-1 1,2,4-Trimethylbenzene<0.063mg/kg0.0630.016105/18/18 08:5805/22/18 04:2995-63-6 1,3,5-Trimethylbenzene<0.063mg/kg0.0630.012105/18/18 08:5805/22/18 04:29108-67-8 Vinyl chloride<0.025mg/kg0.0250.011105/18/18 08:5805/22/18 04:2975-01-4 Xylene (Total)<0.19mg/kg0.190.034105/18/18 08:5805/22/18 04:291330-20-7 Surrogates 1,2-Dichloroethane-d4 (S)95%.75-125105/18/18 08:5805/22/18 04:2917060-07-0 Toluene-d8 (S)99%.75-125105/18/18 08:5805/22/18 04:292037-26-5 4-Bromofluorobenzene (S)100%.75-125105/18/18 08:5805/22/18 04:29460-00-4 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 27 of 69 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Sample:Trip BlankLab ID:10431124007Collected:05/14/18 00:00Received:05/14/18 17:17Matrix:Solid Results reported on a "wet-weight" basis ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: WI MOD GRO Preparation Method: EPA 5030 Medium Soil WIGRO GCV Gasoline Range Organics<10.0mg/kg10.01.3105/18/18 10:3705/18/18 22:23 Surrogates a,a,a-Trifluorotoluene (S)99%.80-150105/18/18 10:3705/18/18 22:2398-08-8 Analytical Method: EPA 8260B Preparation Method: EPA 5035/5030B 8260B MSV 5030 Med Level Acetone<1.0mg/kg1.00.48105/18/18 08:5805/22/18 02:2767-64-1 Allyl chloride<0.20mg/kg0.200.047105/18/18 08:5805/22/18 02:27107-05-1 Benzene<0.020mg/kg0.0200.0074105/18/18 08:5805/22/18 02:2771-43-2 Bromobenzene<0.050mg/kg0.0500.014105/18/18 08:5805/22/18 02:27108-86-1 Bromochloromethane<0.050mg/kg0.0500.024105/18/18 08:5805/22/18 02:2774-97-5 Bromodichloromethane<0.050mg/kg0.0500.018105/18/18 08:5805/22/18 02:2775-27-4 Bromoform<0.50mg/kg0.500.036105/18/18 08:5805/22/18 02:2775-25-2 Bromomethane<0.50mg/kg0.500.053105/18/18 08:5805/22/18 02:2774-83-9 2-Butanone (MEK)<0.25mg/kg0.250.090105/18/18 08:5805/22/18 02:2778-93-3 n-Butylbenzene<0.050mg/kg0.0500.012105/18/18 08:5805/22/18 02:27104-51-8 sec-Butylbenzene<0.050mg/kg0.0500.014105/18/18 08:5805/22/18 02:27135-98-8 tert-Butylbenzene<0.050mg/kg0.0500.013105/18/18 08:5805/22/18 02:2798-06-6 Carbon tetrachloride<0.050mg/kg0.0500.020105/18/18 08:5805/22/18 02:2756-23-5 Chlorobenzene<0.050mg/kg0.0500.015105/18/18 08:5805/22/18 02:27108-90-7 Chloroethane<0.50mg/kg0.500.077105/18/18 08:5805/22/18 02:2775-00-3 Chloroform<0.050mg/kg0.0500.020105/18/18 08:5805/22/18 02:2767-66-3 Chloromethane<0.20mg/kg0.200.032105/18/18 08:5805/22/18 02:2774-87-3 2-Chlorotoluene<0.050mg/kg0.0500.016105/18/18 08:5805/22/18 02:2795-49-8 4-Chlorotoluene<0.050mg/kg0.0500.012105/18/18 08:5805/22/18 02:27106-43-4 1,2-Dibromo-3-chloropropane<1.2mg/kg1.20.087105/18/18 08:5805/22/18 02:2796-12-8 Dibromochloromethane<0.20mg/kg0.200.050105/18/18 08:5805/22/18 02:27124-48-1 1,2-Dibromoethane (EDB)<0.050mg/kg0.0500.020105/18/18 08:5805/22/18 02:27106-93-4 Dibromomethane<0.050mg/kg0.0500.017105/18/18 08:5805/22/18 02:2774-95-3 1,2-Dichlorobenzene<0.050mg/kg0.0500.011105/18/18 08:5805/22/18 02:2795-50-1 1,3-Dichlorobenzene<0.050mg/kg0.0500.017105/18/18 08:5805/22/18 02:27541-73-1 1,4-Dichlorobenzene<0.050mg/kg0.0500.018105/18/18 08:5805/22/18 02:27106-46-7 Dichlorodifluoromethane<0.20mg/kg0.200.078105/18/18 08:5805/22/18 02:2775-71-8 1,1-Dichloroethane<0.050mg/kg0.0500.013105/18/18 08:5805/22/18 02:2775-34-3 1,2-Dichloroethane<0.050mg/kg0.0500.018105/18/18 08:5805/22/18 02:27107-06-2 1,1-Dichloroethene<0.050mg/kg0.0500.022105/18/18 08:5805/22/18 02:2775-35-4 cis-1,2-Dichloroethene<0.050mg/kg0.0500.0090105/18/18 08:5805/22/18 02:27156-59-2 trans-1,2-Dichloroethene<0.050mg/kg0.0500.020105/18/18 08:5805/22/18 02:27156-60-5 Dichlorofluoromethane<0.50mg/kg0.500.047105/18/18 08:5805/22/18 02:2775-43-4 1,2-Dichloropropane<0.050mg/kg0.0500.018105/18/18 08:5805/22/18 02:2778-87-5 1,3-Dichloropropane<0.050mg/kg0.0500.019105/18/18 08:5805/22/18 02:27142-28-9 2,2-Dichloropropane<0.20mg/kg0.200.049105/18/18 08:5805/22/18 02:27594-20-7 1,1-Dichloropropene<0.050mg/kg0.0500.014105/18/18 08:5805/22/18 02:27563-58-6 cis-1,3-Dichloropropene<0.050mg/kg0.0500.016105/18/18 08:5805/22/18 02:2710061-01-5 trans-1,3-Dichloropropene<0.050mg/kg0.0500.036105/18/18 08:5805/22/18 02:2710061-02-6 Diethyl ether (Ethyl ether)<0.20mg/kg0.200.042105/18/18 08:5805/22/18 02:2760-29-7 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 28 of 69 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Sample:Trip BlankLab ID:10431124007Collected:05/14/18 00:00Received:05/14/18 17:17Matrix:Solid Results reported on a "wet-weight" basis ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: EPA 8260B Preparation Method: EPA 5035/5030B 8260B MSV 5030 Med Level Ethylbenzene<0.050mg/kg0.0500.014105/18/18 08:5805/22/18 02:27100-41-4 Hexachloro-1,3-butadiene<0.25mg/kg0.250.052105/18/18 08:5805/22/18 02:2787-68-3 Isopropylbenzene (Cumene)<0.050mg/kg0.0500.016105/18/18 08:5805/22/18 02:2798-82-8 p-Isopropyltoluene<0.050mg/kg0.0500.010105/18/18 08:5805/22/18 02:2799-87-6 Methylene Chloride<0.20mg/kg0.200.026105/18/18 08:5805/22/18 02:2775-09-2 4-Methyl-2-pentanone (MIBK)<0.25mg/kg0.250.066105/18/18 08:5805/22/18 02:27108-10-1 Methyl-tert-butyl ether<0.050mg/kg0.0500.016105/18/18 08:5805/22/18 02:271634-04-4 Naphthalene<0.20mg/kg0.200.044105/18/18 08:5805/22/18 02:2791-20-3 n-Propylbenzene<0.050mg/kg0.0500.012105/18/18 08:5805/22/18 02:27103-65-1 Styrene<0.050mg/kg0.0500.014105/18/18 08:5805/22/18 02:27100-42-5 1,1,1,2-Tetrachloroethane<0.050mg/kg0.0500.013105/18/18 08:5805/22/18 02:27630-20-6 1,1,2,2-Tetrachloroethane<0.050mg/kg0.0500.023105/18/18 08:5805/22/18 02:2779-34-5 Tetrachloroethene<0.050mg/kg0.0500.021105/18/18 08:5805/22/18 02:27127-18-4 Tetrahydrofuran<2.0mg/kg2.00.52105/18/18 08:5805/22/18 02:27109-99-9 Toluene<0.050mg/kg0.0500.014105/18/18 08:5805/22/18 02:27108-88-3 1,2,3-Trichlorobenzene<0.050mg/kg0.0500.013105/18/18 08:5805/22/18 02:2787-61-6 1,2,4-Trichlorobenzene<0.050mg/kg0.0500.014105/18/18 08:5805/22/18 02:27120-82-1 1,1,1-Trichloroethane<0.050mg/kg0.0500.011105/18/18 08:5805/22/18 02:2771-55-6 1,1,2-Trichloroethane<0.050mg/kg0.0500.014105/18/18 08:5805/22/18 02:2779-00-5 Trichloroethene<0.050mg/kg0.0500.0085105/18/18 08:5805/22/18 02:2779-01-6 Trichlorofluoromethane<0.20mg/kg0.200.074105/18/18 08:5805/22/18 02:2775-69-4 1,2,3-Trichloropropane<0.20mg/kg0.200.040105/18/18 08:5805/22/18 02:2796-18-4 1,1,2-Trichlorotrifluoroethane<0.20mg/kg0.200.026105/18/18 08:5805/22/18 02:2776-13-1 1,2,4-Trimethylbenzene<0.050mg/kg0.0500.013105/18/18 08:5805/22/18 02:2795-63-6 1,3,5-Trimethylbenzene<0.050mg/kg0.0500.0097105/18/18 08:5805/22/18 02:27108-67-8 Vinyl chloride<0.020mg/kg0.0200.0084105/18/18 08:5805/22/18 02:2775-01-4 Xylene (Total)<0.15mg/kg0.150.027105/18/18 08:5805/22/18 02:271330-20-7 Surrogates 1,2-Dichloroethane-d4 (S)91%.75-125105/18/18 08:5805/22/18 02:2717060-07-0 Toluene-d8 (S)100%.75-125105/18/18 08:5805/22/18 02:272037-26-5 4-Bromofluorobenzene (S)100%.75-125105/18/18 08:5805/22/18 02:27460-00-4 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 29 of 69 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 QC Batch:539093Analysis Method:WI MOD GRO QC Batch Method:EPA 5030 Medium SoilAnalysis Description:WIGRO Solid GCV Associated Lab Samples:10431124001, 10431124002, 10431124003, 10431124004, 10431124005, 10431124006, 10431124007 METHOD BLANK:2931309Matrix:Solid Associated Lab Samples: 10431124001, 10431124002, 10431124003, 10431124004, 10431124005, 10431124006, 10431124007 BlankReporting ParameterUnitsResultLimitMDLAnalyzedQualifiers Gasoline Range Organicsmg/kg<10.010.01.305/18/18 13:39 a,a,a-Trifluorotoluene (S)%.9980-15005/18/18 13:39 LABORATORY CONTROL SAMPLE & LCSD:29313102931311 SpikeLCSLCSDLCSLCSD% RecMax ParameterUnitsConc.ResultResult% Rec% RecLimitsRPDRPDQualifiers Gasoline Range Organicsmg/kg5047.347.7959580-120120 a,a,a-Trifluorotoluene (S)%.989980-150 MATRIX SPIKE SAMPLE:2932420 10430961003SpikeMSMS% Rec ParameterUnitsResultConc.Result% RecLimitsQualifiers ND Gasoline Range Organicsmg/kg55.557.710180-120 a,a,a-Trifluorotoluene (S)%.9980-150 SAMPLE DUPLICATE:2932419 10430961005DupMax ParameterUnitsResultResultRPDRPDQualifiers ND Gasoline Range Organicsmg/kg<11.020 100 a,a,a-Trifluorotoluene (S)%.1004 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 30 of 69 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 QC Batch:538234Analysis Method:EPA 7471B QC Batch Method:EPA 7471BAnalysis Description:7471B Mercury Solids Associated Lab Samples:10431124001, 10431124002, 10431124003, 10431124004, 10431124005, 10431124006 METHOD BLANK:2926423Matrix:Solid Associated Lab Samples: 10431124001, 10431124002, 10431124003, 10431124004, 10431124005, 10431124006 BlankReporting ParameterUnitsResultLimitMDLAnalyzedQualifiers Mercurymg/kg<0.0180.0180.008505/15/18 15:43 LABORATORY CONTROL SAMPLE:2926424 SpikeLCSLCS% Rec ParameterUnitsConc.Result% RecLimitsQualifiers Mercurymg/kg.430.4610680-120 MATRIX SPIKE & MATRIX SPIKE DUPLICATE:29264252926426 MSMSD 10431126001SpikeSpikeMSMSDMSMSD% RecMax ParameterUnitsResultConc.Conc.ResultResult% Rec% RecLimitsRPDRPDQual Mercurymg/kgND.58.60.630.6310610375-125020 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 31 of 69 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 QC Batch:538228Analysis Method:EPA 6010D QC Batch Method:EPA 3050Analysis Description:6010D Solids Associated Lab Samples:10431124001, 10431124002, 10431124003, 10431124004, 10431124005, 10431124006 METHOD BLANK:2926399Matrix:Solid Associated Lab Samples: 10431124001, 10431124002, 10431124003, 10431124004, 10431124005, 10431124006 BlankReporting ParameterUnitsResultLimitMDLAnalyzedQualifiers Bariummg/kg<0.500.500.02705/15/18 16:40 Cadmiummg/kg<0.150.150.01505/15/18 16:40 Chromiummg/kg<0.500.500.06405/15/18 16:40 Leadmg/kg<0.500.500.1105/15/18 16:40 Silvermg/kg<0.500.500.03905/15/18 16:40 LABORATORY CONTROL SAMPLE:2926400 SpikeLCSLCS% Rec ParameterUnitsConc.Result% RecLimitsQualifiers Bariummg/kg48.548.410080-120 Cadmiummg/kg48.545.09380-120 Chromiummg/kg48.548.29980-120 Leadmg/kg48.546.79680-120 Silvermg/kg24.322.29180-120 MATRIX SPIKE & MATRIX SPIKE DUPLICATE:29264012926402 MSMSD 10431126001SpikeSpikeMSMSDMSMSD% RecMax ParameterUnitsResultConc.Conc.ResultResult% Rec% RecLimitsRPDRPDQual Bariummg/kg16858.857.1158225-1610175-1253520M1,R1 Cadmiummg/kg0.1958.857.148.846.4838175-125520 Chromiummg/kg11.758.857.166.660.4938575-1251020 Leadmg/kg7.558.857.155.453.7818175-125320 Silvermg/kgND29.428.524.222.9828075-125620 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 32 of 69 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 QC Batch:538529Analysis Method:EPA 6020B QC Batch Method:EPA 3050Analysis Description:6020B Solids UPD5 Associated Lab Samples:10431124001, 10431124002, 10431124003, 10431124004, 10431124005, 10431124006 METHOD BLANK:2928202Matrix:Solid Associated Lab Samples: 10431124001, 10431124002, 10431124003, 10431124004, 10431124005, 10431124006 BlankReporting ParameterUnitsResultLimitMDLAnalyzedQualifiers Arsenicmg/kg<0.490.490.2205/21/18 23:05 Seleniummg/kg<0.490.490.2505/21/18 23:05 LABORATORY CONTROL SAMPLE:2928203 SpikeLCSLCS% Rec ParameterUnitsConc.Result% RecLimitsQualifiers Arsenicmg/kg4946.69580-120 Seleniummg/kg4949.310180-120 MATRIX SPIKE & MATRIX SPIKE DUPLICATE:29282042928205 MSMSD 10431124001SpikeSpikeMSMSDMSMSD% RecMax ParameterUnitsResultConc.Conc.ResultResult% Rec% RecLimitsRPDRPDQual Arsenicmg/kg6.858.658.660.761.3929375-125120 Seleniummg/kg<0.5958.658.660.156.11029575-125720 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 33 of 69 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 QC Batch:538643Analysis Method:ASTM D2974 QC Batch Method:ASTM D2974Analysis Description:Dry Weight / %M by ASTM D2974 Associated Lab Samples:10431124001, 10431124002, 10431124003, 10431124004, 10431124005, 10431124006 SAMPLE DUPLICATE:2928757 50195665005DupMax ParameterUnitsResultResultRPDRPDQualifiers 20.1 Percent Moisture%20.3130 SAMPLE DUPLICATE:2928758 10431127009DupMax ParameterUnitsResultResultRPDRPDQualifiers 10.0 Percent Moisture%10.2230 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 34 of 69 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 QC Batch:538721Analysis Method:EPA 8260B QC Batch Method:EPA 5035/5030BAnalysis Description:8260B MSV 5030 Med Level Associated Lab Samples:10431124001, 10431124002, 10431124003, 10431124004, 10431124005, 10431124006, 10431124007 METHOD BLANK:2929162Matrix:Solid Associated Lab Samples: 10431124001, 10431124002, 10431124003, 10431124004, 10431124005, 10431124006, 10431124007 BlankReporting ParameterUnitsResultLimitMDLAnalyzedQualifiers 1,1,1,2-Tetrachloroethanemg/kg<0.0500.0500.01305/22/18 02:12 1,1,1-Trichloroethanemg/kg<0.0500.0500.01105/22/18 02:12 1,1,2,2-Tetrachloroethanemg/kg<0.0500.0500.02305/22/18 02:12 1,1,2-Trichloroethanemg/kg<0.0500.0500.01405/22/18 02:12 1,1,2-Trichlorotrifluoroethanemg/kg<0.200.200.02605/22/18 02:12 1,1-Dichloroethanemg/kg<0.0500.0500.01305/22/18 02:12 1,1-Dichloroethenemg/kg<0.0500.0500.02205/22/18 02:12 1,1-Dichloropropenemg/kg<0.0500.0500.01405/22/18 02:12 1,2,3-Trichlorobenzenemg/kg<0.0500.0500.01305/22/18 02:12 1,2,3-Trichloropropanemg/kg<0.200.200.04005/22/18 02:12 1,2,4-Trichlorobenzenemg/kg<0.0500.0500.01405/22/18 02:12 1,2,4-Trimethylbenzenemg/kg<0.0500.0500.01305/22/18 02:12 1,2-Dibromo-3-chloropropanemg/kg<1.21.20.08705/22/18 02:12MN 1,2-Dibromoethane (EDB)mg/kg<0.0500.0500.02005/22/18 02:12 1,2-Dichlorobenzenemg/kg<0.0500.0500.01105/22/18 02:12 1,2-Dichloroethanemg/kg<0.0500.0500.01805/22/18 02:12 1,2-Dichloropropanemg/kg<0.0500.0500.01805/22/18 02:12 1,3,5-Trimethylbenzenemg/kg<0.0500.0500.009705/22/18 02:12 1,3-Dichlorobenzenemg/kg<0.0500.0500.01705/22/18 02:12 1,3-Dichloropropanemg/kg<0.0500.0500.01905/22/18 02:12 1,4-Dichlorobenzenemg/kg<0.0500.0500.01805/22/18 02:12 2,2-Dichloropropanemg/kg<0.200.200.04905/22/18 02:12 2-Butanone (MEK)mg/kg<0.250.250.09005/22/18 02:12 2-Chlorotoluenemg/kg<0.0500.0500.01605/22/18 02:12 4-Chlorotoluenemg/kg<0.0500.0500.01205/22/18 02:12 4-Methyl-2-pentanone (MIBK)mg/kg<0.250.250.06605/22/18 02:12 Acetonemg/kg<1.01.00.4805/22/18 02:12 Allyl chloridemg/kg<0.200.200.04705/22/18 02:12 Benzenemg/kg<0.0200.0200.007405/22/18 02:12 Bromobenzenemg/kg<0.0500.0500.01405/22/18 02:12 Bromochloromethanemg/kg<0.0500.0500.02405/22/18 02:12 Bromodichloromethanemg/kg<0.0500.0500.01805/22/18 02:12 Bromoformmg/kg<0.500.500.03605/22/18 02:12MN Bromomethanemg/kg<0.500.500.05305/22/18 02:12 Carbon tetrachloridemg/kg<0.0500.0500.02005/22/18 02:12 Chlorobenzenemg/kg<0.0500.0500.01505/22/18 02:12 Chloroethanemg/kg<0.500.500.07705/22/18 02:12 Chloroformmg/kg<0.0500.0500.02005/22/18 02:12 Chloromethanemg/kg<0.200.200.03205/22/18 02:12 cis-1,2-Dichloroethenemg/kg<0.0500.0500.009005/22/18 02:12 cis-1,3-Dichloropropenemg/kg<0.0500.0500.01605/22/18 02:12 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 35 of 69 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 METHOD BLANK:2929162Matrix:Solid Associated Lab Samples: 10431124001, 10431124002, 10431124003, 10431124004, 10431124005, 10431124006, 10431124007 BlankReporting ParameterUnitsResultLimitMDLAnalyzedQualifiers Dibromochloromethanemg/kg<0.200.200.05005/22/18 02:12 Dibromomethanemg/kg<0.0500.0500.01705/22/18 02:12 Dichlorodifluoromethanemg/kg<0.200.200.07805/22/18 02:12 Dichlorofluoromethanemg/kg<0.500.500.04705/22/18 02:12 Diethyl ether (Ethyl ether)mg/kg<0.200.200.04205/22/18 02:12 Ethylbenzenemg/kg<0.0500.0500.01405/22/18 02:12 Hexachloro-1,3-butadienemg/kg<0.250.250.05205/22/18 02:12 Isopropylbenzene (Cumene)mg/kg<0.0500.0500.01605/22/18 02:12 Methyl-tert-butyl ethermg/kg<0.0500.0500.01605/22/18 02:12 Methylene Chloridemg/kg<0.200.200.02605/22/18 02:12 n-Butylbenzenemg/kg<0.0500.0500.01205/22/18 02:12 n-Propylbenzenemg/kg<0.0500.0500.01205/22/18 02:12 Naphthalenemg/kg<0.200.200.04405/22/18 02:12 p-Isopropyltoluenemg/kg<0.0500.0500.01005/22/18 02:12 sec-Butylbenzenemg/kg<0.0500.0500.01405/22/18 02:12 Styrenemg/kg<0.0500.0500.01405/22/18 02:12 tert-Butylbenzenemg/kg<0.0500.0500.01305/22/18 02:12 Tetrachloroethenemg/kg<0.0500.0500.02105/22/18 02:12 Tetrahydrofuranmg/kg<2.02.00.5205/22/18 02:12 Toluenemg/kg<0.0500.0500.01405/22/18 02:12 trans-1,2-Dichloroethenemg/kg<0.0500.0500.02005/22/18 02:12 trans-1,3-Dichloropropenemg/kg<0.0500.0500.03605/22/18 02:12 Trichloroethenemg/kg<0.0500.0500.008505/22/18 02:12 Trichlorofluoromethanemg/kg<0.200.200.07405/22/18 02:12 Vinyl chloridemg/kg<0.0200.0200.008405/22/18 02:12 Xylene (Total)mg/kg<0.150.150.02705/22/18 02:12 1,2-Dichloroethane-d4 (S)%.9275-12505/22/18 02:12 4-Bromofluorobenzene (S)%.10375-12505/22/18 02:12 Toluene-d8 (S)%.10175-12505/22/18 02:12 LABORATORY CONTROL SAMPLE & LCSD:29291632929164 SpikeLCSLCSDLCSLCSD% RecMax ParameterUnitsConc.ResultResult% Rec% RecLimitsRPDRPDQualifiers 1,1,1,2-Tetrachloroethanemg/kg11.21.112211259-125820 1,1,1-Trichloroethanemg/kg11.11.011210159-1251020 1,1,2,2-Tetrachloroethanemg/kg10.990.92999258-125720 1,1,2-Trichloroethanemg/kg11.00.921029264-1251020 1,1,2-Trichlorotrifluoroethanemg/kg10.920.85928565-125820 1,1-Dichloroethanemg/kg11.00.901009063-1251020 1,1-Dichloroethenemg/kg10.970.88978859-125920 1,1-Dichloropropenemg/kg10.900.83908364-125820 1,2,3-Trichlorobenzenemg/kg10.980.89988955-126920 1,2,3-Trichloropropanemg/kg10.900.83908362-125820 1,2,4-Trichlorobenzenemg/kg11.00.931019362-125820 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 36 of 69 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 LABORATORY CONTROL SAMPLE & LCSD:29291632929164 SpikeLCSLCSDLCSLCSD% RecMax ParameterUnitsConc.ResultResult% Rec% RecLimitsRPDRPDQualifiers 1,2,4-Trimethylbenzenemg/kg11.10.991119959-1251120 1,2-Dibromo-3-chloropropanemg/kg2.52.12.0868154-125620 1,2-Dibromoethane (EDB)mg/kg10.970.87978764-1251120 1,2-Dichlorobenzenemg/kg11.00.941039463-125920 1,2-Dichloroethanemg/kg10.810.74817457-125820 1,2-Dichloropropanemg/kg10.960.88968867-125920 1,3,5-Trimethylbenzenemg/kg11.10.991119959-1251220 1,3-Dichlorobenzenemg/kg11.10.981109864-1251120 1,3-Dichloropropanemg/kg10.910.88918864-125320 1,4-Dichlorobenzenemg/kg11.00.911019163-1251020 2,2-Dichloropropanemg/kg11.00.931029337-126920 2-Butanone (MEK)mg/kg53.53.3706648-125620 2-Chlorotoluenemg/kg11.10.971089762-1251120 4-Chlorotoluenemg/kg11.10.981099863-1251120 4-Methyl-2-pentanone (MIBK)mg/kg54.03.8807552-135620 Acetonemg/kg55.44.71089565-1251420 Allyl chloridemg/kg10.840.77847752-125920 Benzenemg/kg10.900.83908361-125820 Bromobenzenemg/kg11.00.951059564-1251020 Bromochloromethanemg/kg10.940.86948665-125920 Bromodichloromethanemg/kg11.21.111610657-125920 Bromoformmg/kg10.970.91979157-125720 Bromomethanemg/kg11.21.011610460-1251020 Carbon tetrachloridemg/kg11.11.011110058-1251020 Chlorobenzenemg/kg10.990.91999166-125820 Chloroethanemg/kg11.10.991109962-1251120 Chloroformmg/kg10.990.91999159-125820 Chloromethanemg/kg10.780.75787550-125420 cis-1,2-Dichloroethenemg/kg10.910.83918361-125820 cis-1,3-Dichloropropenemg/kg11.00.951039561-125820 Dibromochloromethanemg/kg11.21.112011160-125820 Dibromomethanemg/kg10.960.87968769-1251020 Dichlorodifluoromethanemg/kg10.580.54585438-125720 Dichlorofluoromethanemg/kg11.41.213612367-1251020L3 Diethyl ether (Ethyl ether)mg/kg12.51.525115160-1255020L3,R1 Ethylbenzenemg/kg11.00.911009162-1251020 Hexachloro-1,3-butadienemg/kg11.10.971099756-1251220 Isopropylbenzene (Cumene)mg/kg11.11.010910065-125920 Methyl-tert-butyl ethermg/kg10.870.80878059-125820 Methylene Chloridemg/kg10.800.75807564-125720 n-Butylbenzenemg/kg11.11.011210159-1251120 n-Propylbenzenemg/kg11.11.011410261-1251120 Naphthalenemg/kg10.910.85918553-125720 p-Isopropyltoluenemg/kg11.21.011510463-1251020 sec-Butylbenzenemg/kg11.21.111810662-1251120 Styrenemg/kg11.10.971069766-125920 tert-Butylbenzenemg/kg11.11.011310364-125920 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 37 of 69 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 LABORATORY CONTROL SAMPLE & LCSD:29291632929164 SpikeLCSLCSDLCSLCSD% RecMax ParameterUnitsConc.ResultResult% Rec% RecLimitsRPDRPDQualifiers Tetrachloroethenemg/kg10.980.89988967-1251020 Tetrahydrofuranmg/kg109.28.0928062-1251420 Toluenemg/kg10.920.83928361-1251120 trans-1,2-Dichloroethenemg/kg10.800.76807664-125520 trans-1,3-Dichloropropenemg/kg11.00.931039356-1251020 Trichloroethenemg/kg10.970.87978767-1251120 Trichlorofluoromethanemg/kg11.11.010910365-125620 Vinyl chloridemg/kg10.830.77837757-125720 Xylene (Total)mg/kg33.02.81019362-125920 1,2-Dichloroethane-d4 (S)%.909175-125 4-Bromofluorobenzene (S)%.10010075-125 Toluene-d8 (S)%.10010175-125 MATRIX SPIKE SAMPLE:2929165 10431124002SpikeMSMS% Rec ParameterUnitsResultConc.Result% RecLimitsQualifiers <0.056 1,1,1,2-Tetrachloroethanemg/kg1.11.210364-146 <0.056 1,1,1-Trichloroethanemg/kg1.11.08856-148 <0.056 1,1,2,2-Tetrachloroethanemg/kg1.10.988336-150 <0.056 1,1,2-Trichloroethanemg/kg1.10.978267-148 <0.22 1,1,2-Trichlorotrifluoroethanemg/kg1.10.887460-142 <0.056 1,1-Dichloroethanemg/kg1.10.958057-140 <0.056 1,1-Dichloroethenemg/kg1.10.917759-139 <0.056 1,1-Dichloropropenemg/kg1.10.867361-142 <0.056 1,2,3-Trichlorobenzenemg/kg1.10.978269-150 <0.22 1,2,3-Trichloropropanemg/kg1.10.867364-150 <0.056 1,2,4-Trichlorobenzenemg/kg1.10.988371-149 <0.056 1,2,4-Trimethylbenzenemg/kg1.11.19567-149 <1.4 1,2-Dibromo-3-chloropropanemg/kg2.92.17061-150 <0.056 1,2-Dibromoethane (EDB)mg/kg1.10.927867-147 <0.056 1,2-Dichlorobenzenemg/kg1.11.08670-142 <0.056 1,2-Dichloroethanemg/kg1.10.806858-132 <0.056 1,2-Dichloropropanemg/kg1.10.978264-144 <0.056 1,3,5-Trimethylbenzenemg/kg1.11.19471-146 <0.056 1,3-Dichlorobenzenemg/kg1.11.08971-142 <0.056 1,3-Dichloropropanemg/kg1.10.937868-140 <0.056 1,4-Dichlorobenzenemg/kg1.10.998468-142 <0.22 2,2-Dichloropropanemg/kg1.10.988334-150 <0.28 2-Butanone (MEK)mg/kg5.93.55951-150 <0.056 2-Chlorotoluenemg/kg1.11.19166-144 <0.056 4-Chlorotoluenemg/kg1.11.19266-140 <0.28 4-Methyl-2-pentanone (MIBK)mg/kg5.94.27063-150 <1.1 Acetonemg/kg5.95.28854-150 <0.22 Allyl chloridemg/kg1.10.796753-135 <0.022 Benzenemg/kg1.10.877465-135 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 38 of 69 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 MATRIX SPIKE SAMPLE:2929165 10431124002SpikeMSMS% Rec ParameterUnitsResultConc.Result% RecLimitsQualifiers <0.056 Bromobenzenemg/kg1.11.08771-141 <0.056 Bromochloromethanemg/kg1.10.867362-145 <0.056 Bromodichloromethanemg/kg1.11.19759-148 <0.56 Bromoformmg/kg1.10.927857-145 <0.56 Bromomethanemg/kg1.11.29751-129 <0.056 Carbon tetrachloridemg/kg1.11.19155-144 <0.056 Chlorobenzenemg/kg1.10.968170-142 <0.56 Chloroethanemg/kg1.11.08861-135 <0.056 Chloroformmg/kg1.10.958058-135 <0.22 Chloromethanemg/kg1.10.816837-125 <0.056 cis-1,2-Dichloroethenemg/kg1.10.877460-138 <0.056 cis-1,3-Dichloropropenemg/kg1.11.08762-142 <0.22 Dibromochloromethanemg/kg1.11.210065-141 <0.056 Dibromomethanemg/kg1.10.897672-150 <0.22 Dichlorodifluoromethanemg/kg1.10.524430-125 <0.56 Dichlorofluoromethanemg/kg1.11.210562-148 <0.22 Diethyl ether (Ethyl ether)mg/kg1.16.656062-135M0 <0.056 Ethylbenzenemg/kg1.10.998472-138 <0.28 Hexachloro-1,3-butadienemg/kg1.11.19538-150 <0.056 Isopropylbenzene (Cumene)mg/kg1.11.19275-148 <0.056 Methyl-tert-butyl ethermg/kg1.10.857263-139 <0.22 Methylene Chloridemg/kg1.10.786558-135 <0.056 n-Butylbenzenemg/kg1.11.19663-150 <0.056 n-Propylbenzenemg/kg1.11.29870-146 <0.22 Naphthalenemg/kg1.10.927763-150 <0.056 p-Isopropyltoluenemg/kg1.11.210072-150 <0.056 sec-Butylbenzenemg/kg1.11.210266-150 <0.056 Styrenemg/kg1.11.08872-146 <0.056 tert-Butylbenzenemg/kg1.11.29971-148 <0.056 Tetrachloroethenemg/kg1.10.927870-150 <2.2 Tetrahydrofuranmg/kg11.99.07662-150 <0.056 Toluenemg/kg1.10.907565-142 <0.056 trans-1,2-Dichloroethenemg/kg1.10.776555-141 <0.056 trans-1,3-Dichloropropenemg/kg1.11.08657-147 <0.056 Trichloroethenemg/kg1.10.947962-150 <0.22 Trichlorofluoromethanemg/kg1.11.19351-150 <0.022 Vinyl chloridemg/kg1.10.847145-132 <0.17 Xylene (Total)mg/kg3.53.08575-140 1,2-Dichloroethane-d4 (S)%.9275-125 4-Bromofluorobenzene (S)%.10275-125 Toluene-d8 (S)%.10075-125 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 39 of 69 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 SAMPLE DUPLICATE:2929166 10431124001DupMax ParameterUnitsResultResultRPDRPDQualifiers <0.061 1,1,1,2-Tetrachloroethanemg/kg<0.05830 <0.061 1,1,1-Trichloroethanemg/kg<0.05830 <0.061 1,1,2,2-Tetrachloroethanemg/kg<0.05830 <0.061 1,1,2-Trichloroethanemg/kg<0.05830 <0.25 1,1,2-Trichlorotrifluoroethanemg/kg<0.2330 <0.061 1,1-Dichloroethanemg/kg<0.05830 <0.061 1,1-Dichloroethenemg/kg<0.05830 <0.061 1,1-Dichloropropenemg/kg<0.05830 <0.061 1,2,3-Trichlorobenzenemg/kg<0.05830 <0.25 1,2,3-Trichloropropanemg/kg<0.2330 <0.061 1,2,4-Trichlorobenzenemg/kg<0.05830 <0.061 1,2,4-Trimethylbenzenemg/kg<0.05830 <1.5 1,2-Dibromo-3-chloropropanemg/kg<1.430 <0.061 1,2-Dibromoethane (EDB)mg/kg<0.05830 <0.061 1,2-Dichlorobenzenemg/kg<0.05830 <0.061 1,2-Dichloroethanemg/kg<0.05830 <0.061 1,2-Dichloropropanemg/kg<0.05830 <0.061 1,3,5-Trimethylbenzenemg/kg<0.05830 <0.061 1,3-Dichlorobenzenemg/kg<0.05830 <0.061 1,3-Dichloropropanemg/kg<0.05830 <0.061 1,4-Dichlorobenzenemg/kg<0.05830 <0.25 2,2-Dichloropropanemg/kg<0.2330 <0.31 2-Butanone (MEK)mg/kg<0.2930 <0.061 2-Chlorotoluenemg/kg<0.05830 <0.061 4-Chlorotoluenemg/kg<0.05830 <0.31 4-Methyl-2-pentanone (MIBK)mg/kg<0.2930 <1.2 Acetonemg/kg<1.230 <0.25 Allyl chloridemg/kg<0.2330 <0.025 Benzenemg/kg<0.02330 <0.061 Bromobenzenemg/kg<0.05830 <0.061 Bromochloromethanemg/kg<0.05830 <0.061 Bromodichloromethanemg/kg<0.05830 <0.61 Bromoformmg/kg<0.5830 <0.61 Bromomethanemg/kg<0.5830 <0.061 Carbon tetrachloridemg/kg<0.05830 <0.061 Chlorobenzenemg/kg<0.05830 <0.61 Chloroethanemg/kg<0.5830 <0.061 Chloroformmg/kg<0.05830 <0.25 Chloromethanemg/kg<0.2330 <0.061 cis-1,2-Dichloroethenemg/kg<0.05830 <0.061 cis-1,3-Dichloropropenemg/kg<0.05830 <0.25 Dibromochloromethanemg/kg<0.2330 <0.061 Dibromomethanemg/kg<0.05830 <0.25 Dichlorodifluoromethanemg/kg<0.2330 <0.61 Dichlorofluoromethanemg/kg<0.5830 <0.25 Diethyl ether (Ethyl ether)mg/kg<0.2330 <0.061 Ethylbenzenemg/kg<0.05830 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 40 of 69 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 SAMPLE DUPLICATE:2929166 10431124001DupMax ParameterUnitsResultResultRPDRPDQualifiers <0.31 Hexachloro-1,3-butadienemg/kg<0.2930 <0.061 Isopropylbenzene (Cumene)mg/kg<0.05830 <0.061 Methyl-tert-butyl ethermg/kg<0.05830 <0.25 Methylene Chloridemg/kg<0.2330 <0.061 n-Butylbenzenemg/kg<0.05830 <0.061 n-Propylbenzenemg/kg<0.05830 <0.25 Naphthalenemg/kg<0.2330 <0.061 p-Isopropyltoluenemg/kg<0.05830 <0.061 sec-Butylbenzenemg/kg<0.05830 <0.061 Styrenemg/kg<0.05830 <0.061 tert-Butylbenzenemg/kg<0.05830 <0.061 Tetrachloroethenemg/kg<0.05830 <2.5 Tetrahydrofuranmg/kg<2.330 <0.061 Toluenemg/kg<0.05830 <0.061 trans-1,2-Dichloroethenemg/kg<0.05830 <0.061 trans-1,3-Dichloropropenemg/kg<0.05830 <0.061 Trichloroethenemg/kg<0.05830 <0.25 Trichlorofluoromethanemg/kg<0.2330 <0.025 Vinyl chloridemg/kg<0.02330 <0.18 Xylene (Total)mg/kg<0.1730 93 1,2-Dichloroethane-d4 (S)%.927 99 4-Bromofluorobenzene (S)%.995 98 Toluene-d8 (S)%.985 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 41 of 69 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 QC Batch:538391Analysis Method:EPA 8270D by SIM QC Batch Method:EPA 3550Analysis Description:8270D Solid PAH by SIM MSSV Associated Lab Samples:10431124001, 10431124002, 10431124003, 10431124004, 10431124005, 10431124006 METHOD BLANK:2927082Matrix:Solid Associated Lab Samples: 10431124001, 10431124002, 10431124003, 10431124004, 10431124005, 10431124006 BlankReporting ParameterUnitsResultLimitMDLAnalyzedQualifiers Acenaphthenemg/kg<0.0100.0100.0005905/16/18 10:05 Acenaphthylenemg/kg<0.0100.0100.0006505/16/18 10:05 Anthracenemg/kg<0.0100.0100.0005305/16/18 10:05 Benzo(a)anthracenemg/kg<0.0100.0100.001505/16/18 10:05 Benzo(a)pyrenemg/kg<0.0100.0100.001005/16/18 10:05 Benzo(b)fluoranthenemg/kg<0.0100.0100.0005605/16/18 10:05 Benzo(g,h,i)perylenemg/kg<0.0100.0100.0009405/16/18 10:05 Benzo(k)fluoranthenemg/kg<0.0100.0100.001205/16/18 10:05 Chrysenemg/kg<0.0100.0100.0003005/16/18 10:05 Dibenz(a,h)anthracenemg/kg<0.0100.0100.0004605/16/18 10:05 Fluoranthenemg/kg<0.0100.0100.0003105/16/18 10:05 Fluorenemg/kg<0.0100.0100.0002505/16/18 10:05 Indeno(1,2,3-cd)pyrenemg/kg<0.0100.0100.001005/16/18 10:05 Naphthalenemg/kg<0.0100.0100.001005/16/18 10:05 Phenanthrenemg/kg<0.0100.0100.001405/16/18 10:05 Pyrenemg/kg<0.0100.0100.0003505/16/18 10:05 2-Fluorobiphenyl (S)%.7842-12505/16/18 10:05 p-Terphenyl-d14 (S)%.9757-12505/16/18 10:05 LABORATORY CONTROL SAMPLE:2927083 SpikeLCSLCS% Rec ParameterUnitsConc.Result% RecLimitsQualifiers Acenaphthenemg/kg.0330.0226752-125 Acenaphthylenemg/kg.0330.0247150-125 Anthracenemg/kg.0330.0288565-125 Benzo(a)anthracenemg/kg.0330.0247160-125 Benzo(a)pyrenemg/kg.0330.0288469-125 Benzo(b)fluoranthenemg/kg.0330.0257561-125 Benzo(g,h,i)perylenemg/kg.0330.0288460-125 Benzo(k)fluoranthenemg/kg.0330.0308967-125 Chrysenemg/kg.0330.0308967-125 Dibenz(a,h)anthracenemg/kg.0330.0288363-125 Fluoranthenemg/kg.0330.0278275-125 Fluorenemg/kg.0330.0236954-125 Indeno(1,2,3-cd)pyrenemg/kg.0330.0288463-125 Naphthalenemg/kg.0330.0237049-125 Phenanthrenemg/kg.0330.0257465-125 Pyrenemg/kg.0330.0278064-125 2-Fluorobiphenyl (S)%.8042-125 p-Terphenyl-d14 (S)%.9657-125 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 42 of 69 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 MATRIX SPIKE & MATRIX SPIKE DUPLICATE:29270842927085 MSMSD 10431124001SpikeSpikeMSMSDMSMSD% RecMax ParameterUnitsResultConc.Conc.ResultResult% Rec% RecLimitsRPDRPDQual Acenaphthenemg/kg<0.024.039.0390.0330.033838230-125130 Acenaphthylenemg/kg<0.024.039.0390.0420.05410513530-1332530M1 Anthracenemg/kg<0.024.039.0390.0480.06412216130-1502830M1 Benzo(a)anthracenemg/kg0.062.039.0390.0870.136416530-1503830M1,R1 Benzo(a)pyrenemg/kg0.090.039.0390.0860.15-1014230-1505230M1,R1 Benzo(b)fluoranthenemg/kg0.12.039.0390.130.20919230-1504430M1,R1 Benzo(g,h,i)perylenemg/kg0.11.039.0390.0730.11-97-430-1504130M1,R1 Benzo(k)fluoranthenemg/kg0.041.039.0390.0610.0875011430-1503430R1 Chrysenemg/kg0.14.039.0390.0920.17-1109430-1506130M1,R1 Dibenz(a,h)anthracenemg/kg<0.024.039.0390.0410.05510313930-1313030M1 Fluoranthenemg/kg0.13.039.0390.140.271934330-1506430M1,R1 Fluorenemg/kg<0.024.039.0390.0310.033798330-147630 Indeno(1,2,3-cd)pyrenemg/kg0.045.039.0390.0660.0965312730-1503730R1 Naphthalenemg/kg<0.024.039.0390.0310.032798030-131230 Phenanthrenemg/kg0.067.039.0390.0620.12-1114030-1506530M1,R1 Pyrenemg/kg0.16.039.0390.120.22-8317430-1505930M1,R1 2-Fluorobiphenyl (S)%.919142-125D3 p-Terphenyl-d14 (S)%.10310057-125 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 43 of 69 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 QC Batch:538751Analysis Method:WI MOD DRO QC Batch Method:WI MOD DROAnalysis Description:WIDRO Solid GCV Associated Lab Samples:10431124001, 10431124004, 10431124005, 10431124006 METHOD BLANK:2929451Matrix:Solid Associated Lab Samples: 10431124001, 10431124004, 10431124005, 10431124006 BlankReporting ParameterUnitsResultLimitMDLAnalyzedQualifiers WDRO C10-C28mg/kg<10.010.02.005/19/18 17:25 n-Triacontane (S)%.7859-13305/19/18 17:25 LABORATORY CONTROL SAMPLE & LCSD:29294522929453 SpikeLCSLCSDLCSLCSD% RecMax ParameterUnitsConc.ResultResult% Rec% RecLimitsRPDRPDQualifiers WDRO C10-C28mg/kg8068.870.6868854-125320 n-Triacontane (S)%.918959-133 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 44 of 69 #=QL# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALIFIERS Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit. MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. BATCH QUALIFIERS Batch: 539272 \[M5\]A matrix spike/matrix spike duplicate was not performed for this batch due to insufficient sample volume. ANALYTE QUALIFIERS D3Sample was diluted due to the presence of high levels of non-target analytes or other matrix interference. Analyte recovery in the laboratory control sample (LCS) exceeded QC limits. Analyte presence below reporting limits in L3 associated samples. M0Matrix spike recovery and/or matrix spike duplicate recovery was outside laboratory control limits. M1Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery. The reporting limit has been raised in accordance with Minnesota Statutes 4740.2100 Subpart 8. C, D. Reporting Limit MN Evaluation Rule. R1RPD value was outside control limits. T6High boiling point hydrocarbons are present in the sample. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 45 of 69 #=CR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA CROSS REFERENCE TABLE Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Analytical Lab IDSample IDQC Batch MethodQC BatchAnalytical MethodBatch 10431124001B-8 (0-2)WI MOD DRO538751WI MOD DRO539451 10431124002B-10 (1-3)WI MOD DRO539451 10431124003B-11 (7-9)WI MOD DRO539451 10431124004B-13 (13-15)WI MOD DRO538751WI MOD DRO539451 10431124005B-14 (8-10)WI MOD DRO538751WI MOD DRO539451 10431124006B-20 (13-15)WI MOD DRO538751WI MOD DRO539451 10431124001B-8 (0-2)EPA 5030 Medium Soil539093WI MOD GRO539272 10431124002B-10 (1-3)EPA 5030 Medium Soil539093WI MOD GRO539272 10431124003B-11 (7-9)EPA 5030 Medium Soil539093WI MOD GRO539272 10431124004B-13 (13-15)EPA 5030 Medium Soil539093WI MOD GRO539272 10431124005B-14 (8-10)EPA 5030 Medium Soil539093WI MOD GRO539272 10431124006B-20 (13-15)EPA 5030 Medium Soil539093WI MOD GRO539272 10431124007Trip BlankEPA 5030 Medium Soil539093WI MOD GRO539272 10431124001B-8 (0-2)EPA 3050538228EPA 6010D538476 10431124002B-10 (1-3)EPA 3050538228EPA 6010D538476 10431124003B-11 (7-9)EPA 3050538228EPA 6010D538476 10431124004B-13 (13-15)EPA 3050538228EPA 6010D538476 10431124005B-14 (8-10)EPA 3050538228EPA 6010D538476 10431124006B-20 (13-15)EPA 3050538228EPA 6010D538476 10431124001B-8 (0-2)EPA 3050538529EPA 6020B539753 10431124002B-10 (1-3)EPA 3050538529EPA 6020B539753 10431124003B-11 (7-9)EPA 3050538529EPA 6020B539753 10431124004B-13 (13-15)EPA 3050538529EPA 6020B539753 10431124005B-14 (8-10)EPA 3050538529EPA 6020B539753 10431124006B-20 (13-15)EPA 3050538529EPA 6020B539753 10431124001B-8 (0-2)EPA 7471B538234EPA 7471B538410 10431124002B-10 (1-3)EPA 7471B538234EPA 7471B538410 10431124003B-11 (7-9)EPA 7471B538234EPA 7471B538410 10431124004B-13 (13-15)EPA 7471B538234EPA 7471B538410 10431124005B-14 (8-10)EPA 7471B538234EPA 7471B538410 10431124006B-20 (13-15)EPA 7471B538234EPA 7471B538410 10431124001B-8 (0-2)ASTM D2974538643 10431124002B-10 (1-3)ASTM D2974538643 10431124003B-11 (7-9)ASTM D2974538643 10431124004B-13 (13-15)ASTM D2974538643 10431124005B-14 (8-10)ASTM D2974538643 10431124006B-20 (13-15)ASTM D2974538643 10431124001B-8 (0-2)EPA 3550538391EPA 8270D by SIM538618 10431124002B-10 (1-3)EPA 3550538391EPA 8270D by SIM538618 10431124003B-11 (7-9)EPA 3550538391EPA 8270D by SIM538618 10431124004B-13 (13-15)EPA 3550538391EPA 8270D by SIM538618 10431124005B-14 (8-10)EPA 3550538391EPA 8270D by SIM538618 10431124006B-20 (13-15)EPA 3550538391EPA 8270D by SIM538618 10431124001B-8 (0-2)EPA 5035/5030B538721EPA 8260B539988 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 46 of 69 #=CR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA CROSS REFERENCE TABLE Project:MP185083 City of Shakopee Par. Pace Project No.:10431124 Analytical Lab IDSample IDQC Batch MethodQC BatchAnalytical MethodBatch 10431124002B-10 (1-3)EPA 5035/5030B538721EPA 8260B539988 10431124003B-11 (7-9)EPA 5035/5030B538721EPA 8260B539988 10431124004B-13 (13-15)EPA 5035/5030B538721EPA 8260B539988 10431124005B-14 (8-10)EPA 5035/5030B538721EPA 8260B539988 10431124006B-20 (13-15)EPA 5035/5030B538721EPA 8260B539988 10431124007Trip BlankEPA 5035/5030B538721EPA 8260B539988 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/23/2018 06:41 PM without the written consent of Pace Analytical Services, LLC. Page 47 of 69 Page 48 of 69 6025029 Page 49 of 69 Page 50 of 69 Page 51 of 69 Page 52 of 69 Page 53 of 69 Page 54 of 69 Page 55 of 69 Page 56 of 69 Page 57 of 69 Page 58 of 69 Page 59 of 69 Page 60 of 69 Page 61 of 69 Page 62 of 69 Page 63 of 69 Page 64 of 69 Page 65 of 69 Page 66 of 69 Page 67 of 69 Page 68 of 69 Page 69 of 69 #=CL# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 LIMS USE: FR - ERIC STOMMES LIMS OBJECT ID: 10431317 May 24, 2018 Eric Stommes Liesch Associates, Inc. 13400 15th Ave. N. Minneapolis, MN 55441 RE:Project: MP185083 City of Shakopee Parc Pace Project No.:10431317 Dear Eric Stommes: Enclosed are the analytical results for sample(s) received by the laboratory on May 15, 2018. The results relate only to the samples included in this report. Results reported herein conform to the most current, applicable TNI/NELAC standards and the laboratory's Quality Assurance Manual, where applicable, unless otherwise noted in the body of the report. If you have any questions concerning this report, please feel free to contact me. Sincerely, Amanda Albrecht amanda.albrecht@pacelabs.com (612)607-6382 Project Manager Enclosures cc:Jocelyn Blase, Liesch-A Terracon Company Kirsten Thompson, Terracon Minneapolis/Plymouth REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 1 of 43 #=CP# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 CERTIFICATIONS Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 Minnesota Certification IDs 1700 Elm Street SE, Suite 200, Minneapolis, MN 55414- Michigan Certification #: 9909 2485 Minnesota Certification #: 027-053-137 A2LA Certification #: 2926.01 Mississippi Certification #: MN00064 Alabama Certification #: 40770 Montana Certification #: CERT0092 Alaska Contaminated Sites Certification #: 17-009 Nebraska Certification #: NE-OS-18-06 Alaska DW Certification #: MN00064 Nevada Certification #: MN00064 Arizona Certification #: AZ0014 New Hampshire Certification #: 2081 Arkansas Certification #: 88-0680 New Jersey Certification #: MN002 California Certification #: 2929 New York Certification #: 11647 CNMI Saipan Certification #:MP0003 North Carolina DW Certification #: 27700 Colorado Certification #: MN00064 North Carolina WW Certification #: 530 Connecticut Certification #: PH-0256 North Dakota Certification #: R-036 EPA Region 8+Wyoming DW Certification #: via MN 027- Ohio DW Certification #: 41244 053-137 Ohio VAP Certification #: CL101 Florida Certification #: E87605 Oklahoma Certification #: 9507 Georgia Certification #: 959 Oregon NwTPH Certification #: MN300001 Guam EPA Certification #: MN00064 Oregon Secondary Certification #: MN200001 Hawaii Certification #: MN00064 Pennsylvania Certification #: 68-00563 Idaho Certification #: MN00064 Puerto Rico Certification #: MN00064 Illinois Certification #: 200011 South Carolina Certification #:74003001 Indiana Certification #: C-MN-01 Tennessee Certification #: TN02818 Iowa Certification #: 368 Texas Certification #: T104704192 Kansas Certification #: E-10167 Utah Certification #: MN00064 Kentucky DW Certification #: 90062 Virginia Certification #: 460163 Kentucky WW Certification #: 90062 Washington Certification #: C486 Louisiana DEQ Certification #: 03086 West Virginia DW Certification #: 9952 C Louisiana DW Certification #: MN00064 West Virginia DEP Certification #: 382 Maine Certification #: MN00064 Wisconsin Certification #: 999407970 Maryland Certification #: 322 Massachusetts Certification #: M-MN064 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 2 of 43 #=SS# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 SAMPLE SUMMARY Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 Lab IDSample IDMatrixDate CollectedDate Received 10431317001B-2Solid05/15/18 10:0005/15/18 14:48 10431317002B-3Solid05/15/18 09:0005/15/18 14:48 10431317003HA-1Solid05/15/18 11:3005/15/18 14:48 10431317004HA-2Solid05/15/18 12:0005/15/18 14:48 10431317005TRIP BLANKSolid05/15/18 00:0005/15/18 14:48 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 3 of 43 #=SA# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 SAMPLE ANALYTE COUNT Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 Analytes Lab IDReported Sample IDMethodAnalysts 10431317001B-2WI MOD DROEC22 WI MOD GROAJR2 EPA 6010DIP5 EPA 6020BWBS2 EPA 7471BLMW1 ASTM D2974JDL1 EPA 8270D by SIMSTB19 EPA 8260BCD270 10431317002B-3WI MOD DROEC22 WI MOD GROAJR2 EPA 6010DIP5 EPA 6020BWBS2 EPA 7471BLMW1 ASTM D2974JDL1 EPA 8270D by SIMSTB19 EPA 8260BCD270 10431317003HA-1WI MOD DROEC22 WI MOD GROAJR2 EPA 6010DIP5 EPA 6020BWBS2 EPA 7471BLMW1 ASTM D2974JDL1 EPA 8270D by SIMSTB19 EPA 8260BCD270 10431317004HA-2WI MOD DROEC22 WI MOD GROAJR2 EPA 6010DIP5 EPA 6020BWBS2 EPA 7471BLMW1 ASTM D2974JDL1 EPA 8270D by SIMSTB19 EPA 8260BCD270 10431317005TRIP BLANKWI MOD GROAJR2 EPA 8260BCD270 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 4 of 43 #=HO# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 SUMMARY OF DETECTION Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 Lab Sample ID Client Sample ID MethodParametersResultReport Limit UnitsAnalyzedQualifiers 10431317001B-2 WI MOD DROWDRO C10-C2814.6mg/kg9.605/17/18 09:50T6 EPA 6010DBarium71.4mg/kg0.5505/16/18 19:13 EPA 6010DCadmium0.36mg/kg0.1605/16/18 19:13 EPA 6010DChromium71.3mg/kg0.5505/16/18 19:13 EPA 6010DLead79.9mg/kg0.5505/16/18 19:13 EPA 6020BArsenic7.1mg/kg0.5205/21/18 23:52 EPA 7471BMercury0.034mg/kg0.02005/17/18 14:55 ASTM D2974Percent Moisture9.2%0.1005/17/18 10:16 EPA 8270D by SIMAcenaphthene0.014mg/kg0.01105/17/18 14:01 EPA 8270D by SIMAnthracene0.035mg/kg0.01105/17/18 14:01 EPA 8270D by SIMBenzo(a)anthracene0.13mg/kg0.01105/17/18 14:01 EPA 8270D by SIMBenzo(a)pyrene0.21mg/kg0.01105/17/18 14:01 EPA 8270D by SIMBenzo(b)fluoranthene0.27mg/kg0.01105/17/18 14:01 EPA 8270D by SIMBenzo(g,h,i)perylene0.17mg/kg0.01105/17/18 14:01 EPA 8270D by SIMBenzo(k)fluoranthene0.080mg/kg0.01105/17/18 14:01 EPA 8270D by SIMChrysene0.14mg/kg0.01105/17/18 14:01 EPA 8270D by SIMDibenz(a,h)anthracene0.037mg/kg0.01105/17/18 14:01 EPA 8270D by SIMFluoranthene0.19mg/kg0.01105/17/18 14:01 EPA 8270D by SIMFluorene0.011mg/kg0.01105/17/18 14:01 EPA 8270D by SIMIndeno(1,2,3-cd)pyrene0.14mg/kg0.01105/17/18 14:01 EPA 8270D by SIMPhenanthrene0.12mg/kg0.01105/17/18 14:01 EPA 8270D by SIMPyrene0.16mg/kg0.01105/17/18 14:01 EPA 8270D by SIMTotal BaP Eq. MN 2006sh. ND=00.30mg/kg0.01105/17/18 14:01 10431317002B-3 EPA 6010DBarium82.9mg/kg0.5605/16/18 19:17 EPA 6010DChromium10.6mg/kg0.5605/16/18 19:17 EPA 6010DLead43.7mg/kg0.5605/16/18 19:17 EPA 6020BArsenic2.8mg/kg0.5305/21/18 23:54 EPA 7471BMercury0.022mg/kg0.02205/17/18 14:57 ASTM D2974Percent Moisture12.2%0.1005/17/18 10:16 EPA 8270D by SIMAcenaphthylene0.014mg/kg0.01105/18/18 10:47 EPA 8270D by SIMAnthracene0.016mg/kg0.01105/18/18 10:47 EPA 8270D by SIMBenzo(a)anthracene0.061mg/kg0.01105/18/18 10:47 EPA 8270D by SIMBenzo(a)pyrene0.069mg/kg0.01105/18/18 10:47 EPA 8270D by SIMBenzo(b)fluoranthene0.088mg/kg0.01105/18/18 10:47 EPA 8270D by SIMBenzo(g,h,i)perylene0.039mg/kg0.01105/18/18 10:47 EPA 8270D by SIMBenzo(k)fluoranthene0.031mg/kg0.01105/18/18 10:47 EPA 8270D by SIMChrysene0.065mg/kg0.01105/18/18 10:47 EPA 8270D by SIMFluoranthene0.11mg/kg0.01105/18/18 10:47 EPA 8270D by SIMIndeno(1,2,3-cd)pyrene0.030mg/kg0.01105/18/18 10:47 EPA 8270D by SIMPhenanthrene0.038mg/kg0.01105/18/18 10:47 EPA 8270D by SIMPyrene0.094mg/kg0.01105/18/18 10:47 EPA 8270D by SIMTotal BaP Eq. MN 2006sh. ND=00.091mg/kg0.01105/18/18 10:47 10431317003HA-1 EPA 6010DBarium38.9mg/kg0.5405/16/18 19:29 EPA 6010DChromium4.9mg/kg0.5405/16/18 19:29 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 5 of 43 #=HO# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 SUMMARY OF DETECTION Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 Lab Sample ID Client Sample ID MethodParametersResultReport Limit UnitsAnalyzedQualifiers 10431317003HA-1 EPA 6010DLead1.6mg/kg0.5405/16/18 19:29 EPA 6020BArsenic1.9mg/kg0.5405/21/18 23:57 ASTM D2974Percent Moisture11.2%0.1005/17/18 10:17 10431317004HA-2 EPA 6010DBarium53.1mg/kg0.5505/16/18 19:33 EPA 6010DChromium10.7mg/kg0.5505/16/18 19:33 EPA 6010DLead4.0mg/kg0.5505/16/18 19:33 EPA 6020BArsenic2.8mg/kg0.5305/22/18 00:00 ASTM D2974Percent Moisture10.2%0.1005/17/18 10:17 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 6 of 43 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 Sample:B-2Lab ID:10431317001Collected:05/15/18 10:00Received:05/15/18 14:48Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: WI MOD DRO Preparation Method: WI MOD DRO WIDRO GCS Silica Gel WDRO C10-C2814.6mg/kg9.61.9105/16/18 19:4005/17/18 09:50T6 Surrogates n-Triacontane (S)115%.59-133105/16/18 19:4005/17/18 09:50638-68-6 Analytical Method: WI MOD GRO Preparation Method: EPA 5030 Medium Soil WIGRO GCV Gasoline Range Organics<11.1mg/kg11.11.4105/18/18 10:3705/18/18 23:37 Surrogates a,a,a-Trifluorotoluene (S)99%.80-150105/18/18 10:3705/18/18 23:3798-08-8 Analytical Method: EPA 6010D Preparation Method: EPA 3050 6010D MET ICP Barium71.4mg/kg0.550.029105/16/18 05:2805/16/18 19:137440-39-3 Cadmium0.36mg/kg0.160.017105/16/18 05:2805/16/18 19:137440-43-9 Chromium71.3mg/kg0.550.069105/16/18 05:2805/16/18 19:137440-47-3 Lead79.9mg/kg0.550.12105/16/18 05:2805/16/18 19:137439-92-1 Silver<0.55mg/kg0.550.043105/16/18 05:2805/16/18 19:137440-22-4 Analytical Method: EPA 6020B Preparation Method: EPA 3050 6020B MET ICPMS Arsenic7.1mg/kg0.520.232005/16/18 07:0005/21/18 23:527440-38-2 Selenium<0.52mg/kg0.520.262005/16/18 07:0005/21/18 23:527782-49-2 Analytical Method: EPA 7471B Preparation Method: EPA 7471B 7471B Mercury Mercury0.034mg/kg0.0200.0093105/17/18 05:4205/17/18 14:557439-97-6 Analytical Method: ASTM D2974 Dry Weight / %M by ASTM D2974 Percent Moisture9.2%0.100.10105/17/18 10:16 Analytical Method: EPA 8270D by SIM Preparation Method: EPA 3550 8270D MSSV PAH by SIM Acenaphthene0.014mg/kg0.0110.00065105/16/18 15:4805/17/18 14:0183-32-9 Acenaphthylene<0.011mg/kg0.0110.00072105/16/18 15:4805/17/18 14:01208-96-8 Anthracene0.035mg/kg0.0110.00058105/16/18 15:4805/17/18 14:01120-12-7 Benzo(a)anthracene0.13mg/kg0.0110.0017105/16/18 15:4805/17/18 14:0156-55-3 Benzo(a)pyrene0.21mg/kg0.0110.0012105/16/18 15:4805/17/18 14:0150-32-8 Benzo(b)fluoranthene0.27mg/kg0.0110.00061105/16/18 15:4805/17/18 14:01205-99-2 Benzo(g,h,i)perylene0.17mg/kg0.0110.0010105/16/18 15:4805/17/18 14:01191-24-2 Benzo(k)fluoranthene0.080mg/kg0.0110.0013105/16/18 15:4805/17/18 14:01207-08-9 Chrysene0.14mg/kg0.0110.00033105/16/18 15:4805/17/18 14:01218-01-9 Dibenz(a,h)anthracene0.037mg/kg0.0110.00051105/16/18 15:4805/17/18 14:0153-70-3 Fluoranthene0.19mg/kg0.0110.00034105/16/18 15:4805/17/18 14:01206-44-0 Fluorene0.011mg/kg0.0110.00028105/16/18 15:4805/17/18 14:0186-73-7 Indeno(1,2,3-cd)pyrene0.14mg/kg0.0110.0011105/16/18 15:4805/17/18 14:01193-39-5 Naphthalene<0.011mg/kg0.0110.0011105/16/18 15:4805/17/18 14:0191-20-3 Phenanthrene0.12mg/kg0.0110.0016105/16/18 15:4805/17/18 14:0185-01-8 Pyrene0.16mg/kg0.0110.00038105/16/18 15:4805/17/18 14:01129-00-0 Total BaP Eq. MN 2006sh. ND=00.30mg/kg0.011105/16/18 15:4805/17/18 14:01 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 7 of 43 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 Sample:B-2Lab ID:10431317001Collected:05/15/18 10:00Received:05/15/18 14:48Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: EPA 8270D by SIM Preparation Method: EPA 3550 8270D MSSV PAH by SIM Surrogates 2-Fluorobiphenyl (S)65%.42-125105/16/18 15:4805/17/18 14:01321-60-8 p-Terphenyl-d14 (S)90%.57-125105/16/18 15:4805/17/18 14:011718-51-0 Analytical Method: EPA 8260B Preparation Method: EPA 5035/5030B 8260B MSV 5030 Med Level Acetone<1.1mg/kg1.10.52105/18/18 08:5805/22/18 06:3067-64-1 Allyl chloride<0.21mg/kg0.210.050105/18/18 08:5805/22/18 06:30107-05-1 Benzene<0.021mg/kg0.0210.0079105/18/18 08:5805/22/18 06:3071-43-2 Bromobenzene<0.054mg/kg0.0540.015105/18/18 08:5805/22/18 06:30108-86-1 Bromochloromethane<0.054mg/kg0.0540.026105/18/18 08:5805/22/18 06:3074-97-5 Bromodichloromethane<0.054mg/kg0.0540.019105/18/18 08:5805/22/18 06:3075-27-4 Bromoform<0.54mg/kg0.540.039105/18/18 08:5805/22/18 06:3075-25-2 Bromomethane<0.54mg/kg0.540.057105/18/18 08:5805/22/18 06:3074-83-9 2-Butanone (MEK)<0.27mg/kg0.270.096105/18/18 08:5805/22/18 06:3078-93-3 n-Butylbenzene<0.054mg/kg0.0540.013105/18/18 08:5805/22/18 06:30104-51-8 sec-Butylbenzene<0.054mg/kg0.0540.015105/18/18 08:5805/22/18 06:30135-98-8 tert-Butylbenzene<0.054mg/kg0.0540.014105/18/18 08:5805/22/18 06:3098-06-6 Carbon tetrachloride<0.054mg/kg0.0540.021105/18/18 08:5805/22/18 06:3056-23-5 Chlorobenzene<0.054mg/kg0.0540.016105/18/18 08:5805/22/18 06:30108-90-7 Chloroethane<0.54mg/kg0.540.082105/18/18 08:5805/22/18 06:3075-00-3 Chloroform<0.054mg/kg0.0540.022105/18/18 08:5805/22/18 06:3067-66-3 Chloromethane<0.21mg/kg0.210.035105/18/18 08:5805/22/18 06:3074-87-3 2-Chlorotoluene<0.054mg/kg0.0540.017105/18/18 08:5805/22/18 06:3095-49-8 4-Chlorotoluene<0.054mg/kg0.0540.013105/18/18 08:5805/22/18 06:30106-43-4 1,2-Dibromo-3-chloropropane<1.3mg/kg1.30.094105/18/18 08:5805/22/18 06:3096-12-8 Dibromochloromethane<0.21mg/kg0.210.054105/18/18 08:5805/22/18 06:30124-48-1 1,2-Dibromoethane (EDB)<0.054mg/kg0.0540.021105/18/18 08:5805/22/18 06:30106-93-4 Dibromomethane<0.054mg/kg0.0540.018105/18/18 08:5805/22/18 06:3074-95-3 1,2-Dichlorobenzene<0.054mg/kg0.0540.012105/18/18 08:5805/22/18 06:3095-50-1 1,3-Dichlorobenzene<0.054mg/kg0.0540.018105/18/18 08:5805/22/18 06:30541-73-1 1,4-Dichlorobenzene<0.054mg/kg0.0540.020105/18/18 08:5805/22/18 06:30106-46-7 Dichlorodifluoromethane<0.21mg/kg0.210.084105/18/18 08:5805/22/18 06:3075-71-8 1,1-Dichloroethane<0.054mg/kg0.0540.014105/18/18 08:5805/22/18 06:3075-34-3 1,2-Dichloroethane<0.054mg/kg0.0540.020105/18/18 08:5805/22/18 06:30107-06-2 1,1-Dichloroethene<0.054mg/kg0.0540.023105/18/18 08:5805/22/18 06:3075-35-4 cis-1,2-Dichloroethene<0.054mg/kg0.0540.0097105/18/18 08:5805/22/18 06:30156-59-2 trans-1,2-Dichloroethene<0.054mg/kg0.0540.022105/18/18 08:5805/22/18 06:30156-60-5 Dichlorofluoromethane<0.54mg/kg0.540.050105/18/18 08:5805/22/18 06:3075-43-4 1,2-Dichloropropane<0.054mg/kg0.0540.019105/18/18 08:5805/22/18 06:3078-87-5 1,3-Dichloropropane<0.054mg/kg0.0540.020105/18/18 08:5805/22/18 06:30142-28-9 2,2-Dichloropropane<0.21mg/kg0.210.053105/18/18 08:5805/22/18 06:30594-20-7 1,1-Dichloropropene<0.054mg/kg0.0540.015105/18/18 08:5805/22/18 06:30563-58-6 cis-1,3-Dichloropropene<0.054mg/kg0.0540.017105/18/18 08:5805/22/18 06:3010061-01-5 trans-1,3-Dichloropropene<0.054mg/kg0.0540.038105/18/18 08:5805/22/18 06:3010061-02-6 Diethyl ether (Ethyl ether)<0.21mg/kg0.210.045105/18/18 08:5805/22/18 06:3060-29-7 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 8 of 43 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 Sample:B-2Lab ID:10431317001Collected:05/15/18 10:00Received:05/15/18 14:48Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: EPA 8260B Preparation Method: EPA 5035/5030B 8260B MSV 5030 Med Level Ethylbenzene<0.054mg/kg0.0540.016105/18/18 08:5805/22/18 06:30100-41-4 Hexachloro-1,3-butadiene<0.27mg/kg0.270.055105/18/18 08:5805/22/18 06:3087-68-3 Isopropylbenzene (Cumene)<0.054mg/kg0.0540.017105/18/18 08:5805/22/18 06:3098-82-8 p-Isopropyltoluene<0.054mg/kg0.0540.011105/18/18 08:5805/22/18 06:3099-87-6 Methylene Chloride<0.21mg/kg0.210.028105/18/18 08:5805/22/18 06:3075-09-2 4-Methyl-2-pentanone (MIBK)<0.27mg/kg0.270.071105/18/18 08:5805/22/18 06:30108-10-1 Methyl-tert-butyl ether<0.054mg/kg0.0540.017105/18/18 08:5805/22/18 06:301634-04-4 Naphthalene<0.21mg/kg0.210.047105/18/18 08:5805/22/18 06:3091-20-3 n-Propylbenzene<0.054mg/kg0.0540.013105/18/18 08:5805/22/18 06:30103-65-1 Styrene<0.054mg/kg0.0540.014105/18/18 08:5805/22/18 06:30100-42-5 1,1,1,2-Tetrachloroethane<0.054mg/kg0.0540.014105/18/18 08:5805/22/18 06:30630-20-6 1,1,2,2-Tetrachloroethane<0.054mg/kg0.0540.024105/18/18 08:5805/22/18 06:3079-34-5 Tetrachloroethene<0.054mg/kg0.0540.022105/18/18 08:5805/22/18 06:30127-18-4 Tetrahydrofuran<2.1mg/kg2.10.56105/18/18 08:5805/22/18 06:30109-99-9 Toluene<0.054mg/kg0.0540.015105/18/18 08:5805/22/18 06:30108-88-3 1,2,3-Trichlorobenzene<0.054mg/kg0.0540.014105/18/18 08:5805/22/18 06:3087-61-6 1,2,4-Trichlorobenzene<0.054mg/kg0.0540.015105/18/18 08:5805/22/18 06:30120-82-1 1,1,1-Trichloroethane<0.054mg/kg0.0540.012105/18/18 08:5805/22/18 06:3071-55-6 1,1,2-Trichloroethane<0.054mg/kg0.0540.015105/18/18 08:5805/22/18 06:3079-00-5 Trichloroethene<0.054mg/kg0.0540.0091105/18/18 08:5805/22/18 06:3079-01-6 Trichlorofluoromethane<0.21mg/kg0.210.080105/18/18 08:5805/22/18 06:3075-69-4 1,2,3-Trichloropropane<0.21mg/kg0.210.042105/18/18 08:5805/22/18 06:3096-18-4 1,1,2-Trichlorotrifluoroethane<0.21mg/kg0.210.028105/18/18 08:5805/22/18 06:3076-13-1 1,2,4-Trimethylbenzene<0.054mg/kg0.0540.014105/18/18 08:5805/22/18 06:3095-63-6 1,3,5-Trimethylbenzene<0.054mg/kg0.0540.010105/18/18 08:5805/22/18 06:30108-67-8 Vinyl chloride<0.021mg/kg0.0210.0090105/18/18 08:5805/22/18 06:3075-01-4 Xylene (Total)<0.16mg/kg0.160.029105/18/18 08:5805/22/18 06:301330-20-7 Surrogates 1,2-Dichloroethane-d4 (S)94%.75-125105/18/18 08:5805/22/18 06:3017060-07-0 Toluene-d8 (S)98%.75-125105/18/18 08:5805/22/18 06:302037-26-5 4-Bromofluorobenzene (S)98%.75-125105/18/18 08:5805/22/18 06:30460-00-4 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 9 of 43 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 Sample:B-3Lab ID:10431317002Collected:05/15/18 09:00Received:05/15/18 14:48Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: WI MOD DRO Preparation Method: WI MOD DRO WIDRO GCS Silica Gel WDRO C10-C28<7.6mg/kg7.61.5105/16/18 19:4005/17/18 10:18 Surrogates n-Triacontane (S)96%.59-133105/16/18 19:4005/17/18 10:18638-68-6 Analytical Method: WI MOD GRO Preparation Method: EPA 5030 Medium Soil WIGRO GCV Gasoline Range Organics<11.7mg/kg11.71.5105/18/18 10:3705/18/18 19:55 Surrogates a,a,a-Trifluorotoluene (S)99%.80-150105/18/18 10:3705/18/18 19:5598-08-8 Analytical Method: EPA 6010D Preparation Method: EPA 3050 6010D MET ICP Barium82.9mg/kg0.560.030105/16/18 05:2805/16/18 19:177440-39-3 Cadmium<0.17mg/kg0.170.017105/16/18 05:2805/16/18 19:177440-43-9 Chromium10.6mg/kg0.560.071105/16/18 05:2805/16/18 19:177440-47-3 Lead43.7mg/kg0.560.13105/16/18 05:2805/16/18 19:177439-92-1 Silver<0.56mg/kg0.560.044105/16/18 05:2805/16/18 19:177440-22-4 Analytical Method: EPA 6020B Preparation Method: EPA 3050 6020B MET ICPMS Arsenic2.8mg/kg0.530.242005/16/18 07:0005/21/18 23:547440-38-2 Selenium<0.53mg/kg0.530.272005/16/18 07:0005/21/18 23:547782-49-2 Analytical Method: EPA 7471B Preparation Method: EPA 7471B 7471B Mercury Mercury0.022mg/kg0.0220.010105/17/18 05:4205/17/18 14:577439-97-6 Analytical Method: ASTM D2974 Dry Weight / %M by ASTM D2974 Percent Moisture12.2%0.100.10105/17/18 10:16 Analytical Method: EPA 8270D by SIM Preparation Method: EPA 3550 8270D MSSV PAH by SIM Acenaphthene<0.011mg/kg0.0110.00067105/16/18 15:4805/18/18 10:4783-32-9 Acenaphthylene0.014mg/kg0.0110.00074105/16/18 15:4805/18/18 10:47208-96-8 Anthracene0.016mg/kg0.0110.00060105/16/18 15:4805/18/18 10:47120-12-7 Benzo(a)anthracene0.061mg/kg0.0110.0018105/16/18 15:4805/18/18 10:4756-55-3 Benzo(a)pyrene0.069mg/kg0.0110.0012105/16/18 15:4805/18/18 10:4750-32-8 Benzo(b)fluoranthene0.088mg/kg0.0110.00063105/16/18 15:4805/18/18 10:47205-99-2 Benzo(g,h,i)perylene0.039mg/kg0.0110.0011105/16/18 15:4805/18/18 10:47191-24-2 Benzo(k)fluoranthene0.031mg/kg0.0110.0013105/16/18 15:4805/18/18 10:47207-08-9 Chrysene0.065mg/kg0.0110.00034105/16/18 15:4805/18/18 10:47218-01-9 Dibenz(a,h)anthracene<0.011mg/kg0.0110.00052105/16/18 15:4805/18/18 10:4753-70-3 Fluoranthene0.11mg/kg0.0110.00035105/16/18 15:4805/18/18 10:47206-44-0 Fluorene<0.011mg/kg0.0110.00029105/16/18 15:4805/18/18 10:4786-73-7 Indeno(1,2,3-cd)pyrene0.030mg/kg0.0110.0012105/16/18 15:4805/18/18 10:47193-39-5 Naphthalene<0.011mg/kg0.0110.0012105/16/18 15:4805/18/18 10:4791-20-3 Phenanthrene0.038mg/kg0.0110.0016105/16/18 15:4805/18/18 10:4785-01-8 Pyrene0.094mg/kg0.0110.00039105/16/18 15:4805/18/18 10:47129-00-0 Total BaP Eq. MN 2006sh. ND=00.091mg/kg0.011105/16/18 15:4805/18/18 10:47 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 10 of 43 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 Sample:B-3Lab ID:10431317002Collected:05/15/18 09:00Received:05/15/18 14:48Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: EPA 8270D by SIM Preparation Method: EPA 3550 8270D MSSV PAH by SIM Surrogates 2-Fluorobiphenyl (S)74%.42-125105/16/18 15:4805/18/18 10:47321-60-8 p-Terphenyl-d14 (S)97%.57-125105/16/18 15:4805/18/18 10:471718-51-0 Analytical Method: EPA 8260B Preparation Method: EPA 5035/5030B 8260B MSV 5030 Med Level Acetone<1.2mg/kg1.20.57105/18/18 08:5805/22/18 08:0167-64-1 Allyl chloride<0.24mg/kg0.240.056105/18/18 08:5805/22/18 08:01107-05-1 Benzene<0.024mg/kg0.0240.0087105/18/18 08:5805/22/18 08:0171-43-2 Bromobenzene<0.059mg/kg0.0590.016105/18/18 08:5805/22/18 08:01108-86-1 Bromochloromethane<0.059mg/kg0.0590.029105/18/18 08:5805/22/18 08:0174-97-5 Bromodichloromethane<0.059mg/kg0.0590.021105/18/18 08:5805/22/18 08:0175-27-4 Bromoform<0.59mg/kg0.590.043105/18/18 08:5805/22/18 08:0175-25-2 Bromomethane<0.59mg/kg0.590.063105/18/18 08:5805/22/18 08:0174-83-9 2-Butanone (MEK)<0.30mg/kg0.300.11105/18/18 08:5805/22/18 08:0178-93-3 n-Butylbenzene<0.059mg/kg0.0590.014105/18/18 08:5805/22/18 08:01104-51-8 sec-Butylbenzene<0.059mg/kg0.0590.017105/18/18 08:5805/22/18 08:01135-98-8 tert-Butylbenzene<0.059mg/kg0.0590.016105/18/18 08:5805/22/18 08:0198-06-6 Carbon tetrachloride<0.059mg/kg0.0590.024105/18/18 08:5805/22/18 08:0156-23-5 Chlorobenzene<0.059mg/kg0.0590.018105/18/18 08:5805/22/18 08:01108-90-7 Chloroethane<0.59mg/kg0.590.091105/18/18 08:5805/22/18 08:0175-00-3 Chloroform<0.059mg/kg0.0590.024105/18/18 08:5805/22/18 08:0167-66-3 Chloromethane<0.24mg/kg0.240.038105/18/18 08:5805/22/18 08:0174-87-3 2-Chlorotoluene<0.059mg/kg0.0590.019105/18/18 08:5805/22/18 08:0195-49-8 4-Chlorotoluene<0.059mg/kg0.0590.015105/18/18 08:5805/22/18 08:01106-43-4 1,2-Dibromo-3-chloropropane<1.5mg/kg1.50.10105/18/18 08:5805/22/18 08:0196-12-8 Dibromochloromethane<0.24mg/kg0.240.059105/18/18 08:5805/22/18 08:01124-48-1 1,2-Dibromoethane (EDB)<0.059mg/kg0.0590.024105/18/18 08:5805/22/18 08:01106-93-4 Dibromomethane<0.059mg/kg0.0590.020105/18/18 08:5805/22/18 08:0174-95-3 1,2-Dichlorobenzene<0.059mg/kg0.0590.013105/18/18 08:5805/22/18 08:0195-50-1 1,3-Dichlorobenzene<0.059mg/kg0.0590.020105/18/18 08:5805/22/18 08:01541-73-1 1,4-Dichlorobenzene<0.059mg/kg0.0590.022105/18/18 08:5805/22/18 08:01106-46-7 Dichlorodifluoromethane<0.24mg/kg0.240.092105/18/18 08:5805/22/18 08:0175-71-8 1,1-Dichloroethane<0.059mg/kg0.0590.015105/18/18 08:5805/22/18 08:0175-34-3 1,2-Dichloroethane<0.059mg/kg0.0590.022105/18/18 08:5805/22/18 08:01107-06-2 1,1-Dichloroethene<0.059mg/kg0.0590.025105/18/18 08:5805/22/18 08:0175-35-4 cis-1,2-Dichloroethene<0.059mg/kg0.0590.011105/18/18 08:5805/22/18 08:01156-59-2 trans-1,2-Dichloroethene<0.059mg/kg0.0590.024105/18/18 08:5805/22/18 08:01156-60-5 Dichlorofluoromethane<0.59mg/kg0.590.056105/18/18 08:5805/22/18 08:0175-43-4 1,2-Dichloropropane<0.059mg/kg0.0590.021105/18/18 08:5805/22/18 08:0178-87-5 1,3-Dichloropropane<0.059mg/kg0.0590.022105/18/18 08:5805/22/18 08:01142-28-9 2,2-Dichloropropane<0.24mg/kg0.240.058105/18/18 08:5805/22/18 08:01594-20-7 1,1-Dichloropropene<0.059mg/kg0.0590.017105/18/18 08:5805/22/18 08:01563-58-6 cis-1,3-Dichloropropene<0.059mg/kg0.0590.019105/18/18 08:5805/22/18 08:0110061-01-5 trans-1,3-Dichloropropene<0.059mg/kg0.0590.042105/18/18 08:5805/22/18 08:0110061-02-6 Diethyl ether (Ethyl ether)<0.24mg/kg0.240.050105/18/18 08:5805/22/18 08:0160-29-7 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 11 of 43 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 Sample:B-3Lab ID:10431317002Collected:05/15/18 09:00Received:05/15/18 14:48Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: EPA 8260B Preparation Method: EPA 5035/5030B 8260B MSV 5030 Med Level Ethylbenzene<0.059mg/kg0.0590.017105/18/18 08:5805/22/18 08:01100-41-4 Hexachloro-1,3-butadiene<0.30mg/kg0.300.061105/18/18 08:5805/22/18 08:0187-68-3 Isopropylbenzene (Cumene)<0.059mg/kg0.0590.019105/18/18 08:5805/22/18 08:0198-82-8 p-Isopropyltoluene<0.059mg/kg0.0590.012105/18/18 08:5805/22/18 08:0199-87-6 Methylene Chloride<0.24mg/kg0.240.031105/18/18 08:5805/22/18 08:0175-09-2 4-Methyl-2-pentanone (MIBK)<0.30mg/kg0.300.078105/18/18 08:5805/22/18 08:01108-10-1 Methyl-tert-butyl ether<0.059mg/kg0.0590.018105/18/18 08:5805/22/18 08:011634-04-4 Naphthalene<0.24mg/kg0.240.052105/18/18 08:5805/22/18 08:0191-20-3 n-Propylbenzene<0.059mg/kg0.0590.015105/18/18 08:5805/22/18 08:01103-65-1 Styrene<0.059mg/kg0.0590.016105/18/18 08:5805/22/18 08:01100-42-5 1,1,1,2-Tetrachloroethane<0.059mg/kg0.0590.016105/18/18 08:5805/22/18 08:01630-20-6 1,1,2,2-Tetrachloroethane<0.059mg/kg0.0590.027105/18/18 08:5805/22/18 08:0179-34-5 Tetrachloroethene<0.059mg/kg0.0590.025105/18/18 08:5805/22/18 08:01127-18-4 Tetrahydrofuran<2.4mg/kg2.40.62105/18/18 08:5805/22/18 08:01109-99-9 Toluene<0.059mg/kg0.0590.017105/18/18 08:5805/22/18 08:01108-88-3 1,2,3-Trichlorobenzene<0.059mg/kg0.0590.015105/18/18 08:5805/22/18 08:0187-61-6 1,2,4-Trichlorobenzene<0.059mg/kg0.0590.017105/18/18 08:5805/22/18 08:01120-82-1 1,1,1-Trichloroethane<0.059mg/kg0.0590.013105/18/18 08:5805/22/18 08:0171-55-6 1,1,2-Trichloroethane<0.059mg/kg0.0590.016105/18/18 08:5805/22/18 08:0179-00-5 Trichloroethene<0.059mg/kg0.0590.010105/18/18 08:5805/22/18 08:0179-01-6 Trichlorofluoromethane<0.24mg/kg0.240.088105/18/18 08:5805/22/18 08:0175-69-4 1,2,3-Trichloropropane<0.24mg/kg0.240.047105/18/18 08:5805/22/18 08:0196-18-4 1,1,2-Trichlorotrifluoroethane<0.24mg/kg0.240.031105/18/18 08:5805/22/18 08:0176-13-1 1,2,4-Trimethylbenzene<0.059mg/kg0.0590.015105/18/18 08:5805/22/18 08:0195-63-6 1,3,5-Trimethylbenzene<0.059mg/kg0.0590.011105/18/18 08:5805/22/18 08:01108-67-8 Vinyl chloride<0.024mg/kg0.0240.0099105/18/18 08:5805/22/18 08:0175-01-4 Xylene (Total)<0.18mg/kg0.180.032105/18/18 08:5805/22/18 08:011330-20-7 Surrogates 1,2-Dichloroethane-d4 (S)95%.75-125105/18/18 08:5805/22/18 08:0117060-07-0 Toluene-d8 (S)101%.75-125105/18/18 08:5805/22/18 08:012037-26-5 4-Bromofluorobenzene (S)100%.75-125105/18/18 08:5805/22/18 08:01460-00-4 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 12 of 43 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 Sample:HA-1Lab ID:10431317003Collected:05/15/18 11:30Received:05/15/18 14:48Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: WI MOD DRO Preparation Method: WI MOD DRO WIDRO GCS Silica Gel WDRO C10-C28<10.1mg/kg10.12.0105/16/18 19:4005/17/18 09:57 Surrogates n-Triacontane (S)107%.59-133105/16/18 19:4005/17/18 09:57638-68-6 Analytical Method: WI MOD GRO Preparation Method: EPA 5030 Medium Soil WIGRO GCV Gasoline Range Organics<11.2mg/kg11.21.4105/18/18 10:3705/18/18 20:19 Surrogates a,a,a-Trifluorotoluene (S)100%.80-150105/18/18 10:3705/18/18 20:1998-08-8 Analytical Method: EPA 6010D Preparation Method: EPA 3050 6010D MET ICP Barium38.9mg/kg0.540.029105/16/18 05:2805/16/18 19:297440-39-3 Cadmium<0.16mg/kg0.160.016105/16/18 05:2805/16/18 19:297440-43-9 Chromium4.9mg/kg0.540.068105/16/18 05:2805/16/18 19:297440-47-3 Lead1.6mg/kg0.540.12105/16/18 05:2805/16/18 19:297439-92-1 Silver<0.54mg/kg0.540.042105/16/18 05:2805/16/18 19:297440-22-4 Analytical Method: EPA 6020B Preparation Method: EPA 3050 6020B MET ICPMS Arsenic1.9mg/kg0.540.242005/16/18 07:0005/21/18 23:577440-38-2 Selenium<0.54mg/kg0.540.272005/16/18 07:0005/21/18 23:577782-49-2 Analytical Method: EPA 7471B Preparation Method: EPA 7471B 7471B Mercury Mercury<0.021mg/kg0.0210.0098105/17/18 05:4205/17/18 14:597439-97-6 Analytical Method: ASTM D2974 Dry Weight / %M by ASTM D2974 Percent Moisture11.2%0.100.10105/17/18 10:17 Analytical Method: EPA 8270D by SIM Preparation Method: EPA 3550 8270D MSSV PAH by SIM Acenaphthene<0.011mg/kg0.0110.00066105/16/18 15:4805/17/18 14:2183-32-9 Acenaphthylene<0.011mg/kg0.0110.00073105/16/18 15:4805/17/18 14:21208-96-8 Anthracene<0.011mg/kg0.0110.00059105/16/18 15:4805/17/18 14:21120-12-7 Benzo(a)anthracene<0.011mg/kg0.0110.0017105/16/18 15:4805/17/18 14:2156-55-3 Benzo(a)pyrene<0.011mg/kg0.0110.0012105/16/18 15:4805/17/18 14:2150-32-8 Benzo(b)fluoranthene<0.011mg/kg0.0110.00062105/16/18 15:4805/17/18 14:21205-99-2 Benzo(g,h,i)perylene<0.011mg/kg0.0110.0011105/16/18 15:4805/17/18 14:21191-24-2 Benzo(k)fluoranthene<0.011mg/kg0.0110.0013105/16/18 15:4805/17/18 14:21207-08-9 Chrysene<0.011mg/kg0.0110.00034105/16/18 15:4805/17/18 14:21218-01-9 Dibenz(a,h)anthracene<0.011mg/kg0.0110.00052105/16/18 15:4805/17/18 14:2153-70-3 Fluoranthene<0.011mg/kg0.0110.00035105/16/18 15:4805/17/18 14:21206-44-0 Fluorene<0.011mg/kg0.0110.00028105/16/18 15:4805/17/18 14:2186-73-7 Indeno(1,2,3-cd)pyrene<0.011mg/kg0.0110.0012105/16/18 15:4805/17/18 14:21193-39-5 Naphthalene<0.011mg/kg0.0110.0011105/16/18 15:4805/17/18 14:2191-20-3 Phenanthrene<0.011mg/kg0.0110.0016105/16/18 15:4805/17/18 14:2185-01-8 Pyrene<0.011mg/kg0.0110.00039105/16/18 15:4805/17/18 14:21129-00-0 Total BaP Eq. MN 2006sh. ND=0<0.011mg/kg0.011105/16/18 15:4805/17/18 14:21 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 13 of 43 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 Sample:HA-1Lab ID:10431317003Collected:05/15/18 11:30Received:05/15/18 14:48Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: EPA 8270D by SIM Preparation Method: EPA 3550 8270D MSSV PAH by SIM Surrogates 2-Fluorobiphenyl (S)75%.42-125105/16/18 15:4805/17/18 14:21321-60-8 p-Terphenyl-d14 (S)86%.57-125105/16/18 15:4805/17/18 14:211718-51-0 Analytical Method: EPA 8260B Preparation Method: EPA 5035/5030B 8260B MSV 5030 Med Level Acetone<1.1mg/kg1.10.56105/18/18 08:5805/22/18 08:1667-64-1 Allyl chloride<0.23mg/kg0.230.054105/18/18 08:5805/22/18 08:16107-05-1 Benzene<0.023mg/kg0.0230.0085105/18/18 08:5805/22/18 08:1671-43-2 Bromobenzene<0.057mg/kg0.0570.016105/18/18 08:5805/22/18 08:16108-86-1 Bromochloromethane<0.057mg/kg0.0570.028105/18/18 08:5805/22/18 08:1674-97-5 Bromodichloromethane<0.057mg/kg0.0570.021105/18/18 08:5805/22/18 08:1675-27-4 Bromoform<0.57mg/kg0.570.041105/18/18 08:5805/22/18 08:1675-25-2 Bromomethane<0.57mg/kg0.570.061105/18/18 08:5805/22/18 08:1674-83-9 2-Butanone (MEK)<0.29mg/kg0.290.10105/18/18 08:5805/22/18 08:1678-93-3 n-Butylbenzene<0.057mg/kg0.0570.014105/18/18 08:5805/22/18 08:16104-51-8 sec-Butylbenzene<0.057mg/kg0.0570.016105/18/18 08:5805/22/18 08:16135-98-8 tert-Butylbenzene<0.057mg/kg0.0570.015105/18/18 08:5805/22/18 08:1698-06-6 Carbon tetrachloride<0.057mg/kg0.0570.023105/18/18 08:5805/22/18 08:1656-23-5 Chlorobenzene<0.057mg/kg0.0570.017105/18/18 08:5805/22/18 08:16108-90-7 Chloroethane<0.57mg/kg0.570.088105/18/18 08:5805/22/18 08:1675-00-3 Chloroform<0.057mg/kg0.0570.023105/18/18 08:5805/22/18 08:1667-66-3 Chloromethane<0.23mg/kg0.230.037105/18/18 08:5805/22/18 08:1674-87-3 2-Chlorotoluene<0.057mg/kg0.0570.018105/18/18 08:5805/22/18 08:1695-49-8 4-Chlorotoluene<0.057mg/kg0.0570.014105/18/18 08:5805/22/18 08:16106-43-4 1,2-Dibromo-3-chloropropane<1.4mg/kg1.40.10105/18/18 08:5805/22/18 08:1696-12-8 Dibromochloromethane<0.23mg/kg0.230.057105/18/18 08:5805/22/18 08:16124-48-1 1,2-Dibromoethane (EDB)<0.057mg/kg0.0570.023105/18/18 08:5805/22/18 08:16106-93-4 Dibromomethane<0.057mg/kg0.0570.019105/18/18 08:5805/22/18 08:1674-95-3 1,2-Dichlorobenzene<0.057mg/kg0.0570.012105/18/18 08:5805/22/18 08:1695-50-1 1,3-Dichlorobenzene<0.057mg/kg0.0570.019105/18/18 08:5805/22/18 08:16541-73-1 1,4-Dichlorobenzene<0.057mg/kg0.0570.021105/18/18 08:5805/22/18 08:16106-46-7 Dichlorodifluoromethane<0.23mg/kg0.230.089105/18/18 08:5805/22/18 08:1675-71-8 1,1-Dichloroethane<0.057mg/kg0.0570.015105/18/18 08:5805/22/18 08:1675-34-3 1,2-Dichloroethane<0.057mg/kg0.0570.021105/18/18 08:5805/22/18 08:16107-06-2 1,1-Dichloroethene<0.057mg/kg0.0570.025105/18/18 08:5805/22/18 08:1675-35-4 cis-1,2-Dichloroethene<0.057mg/kg0.0570.010105/18/18 08:5805/22/18 08:16156-59-2 trans-1,2-Dichloroethene<0.057mg/kg0.0570.023105/18/18 08:5805/22/18 08:16156-60-5 Dichlorofluoromethane<0.57mg/kg0.570.054105/18/18 08:5805/22/18 08:1675-43-4 1,2-Dichloropropane<0.057mg/kg0.0570.020105/18/18 08:5805/22/18 08:1678-87-5 1,3-Dichloropropane<0.057mg/kg0.0570.022105/18/18 08:5805/22/18 08:16142-28-9 2,2-Dichloropropane<0.23mg/kg0.230.057105/18/18 08:5805/22/18 08:16594-20-7 1,1-Dichloropropene<0.057mg/kg0.0570.016105/18/18 08:5805/22/18 08:16563-58-6 cis-1,3-Dichloropropene<0.057mg/kg0.0570.018105/18/18 08:5805/22/18 08:1610061-01-5 trans-1,3-Dichloropropene<0.057mg/kg0.0570.041105/18/18 08:5805/22/18 08:1610061-02-6 Diethyl ether (Ethyl ether)<0.23mg/kg0.230.048105/18/18 08:5805/22/18 08:1660-29-7 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 14 of 43 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 Sample:HA-1Lab ID:10431317003Collected:05/15/18 11:30Received:05/15/18 14:48Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: EPA 8260B Preparation Method: EPA 5035/5030B 8260B MSV 5030 Med Level Ethylbenzene<0.057mg/kg0.0570.017105/18/18 08:5805/22/18 08:16100-41-4 Hexachloro-1,3-butadiene<0.29mg/kg0.290.059105/18/18 08:5805/22/18 08:1687-68-3 Isopropylbenzene (Cumene)<0.057mg/kg0.0570.019105/18/18 08:5805/22/18 08:1698-82-8 p-Isopropyltoluene<0.057mg/kg0.0570.012105/18/18 08:5805/22/18 08:1699-87-6 Methylene Chloride<0.23mg/kg0.230.030105/18/18 08:5805/22/18 08:1675-09-2 4-Methyl-2-pentanone (MIBK)<0.29mg/kg0.290.076105/18/18 08:5805/22/18 08:16108-10-1 Methyl-tert-butyl ether<0.057mg/kg0.0570.018105/18/18 08:5805/22/18 08:161634-04-4 Naphthalene<0.23mg/kg0.230.050105/18/18 08:5805/22/18 08:1691-20-3 n-Propylbenzene<0.057mg/kg0.0570.014105/18/18 08:5805/22/18 08:16103-65-1 Styrene<0.057mg/kg0.0570.015105/18/18 08:5805/22/18 08:16100-42-5 1,1,1,2-Tetrachloroethane<0.057mg/kg0.0570.015105/18/18 08:5805/22/18 08:16630-20-6 1,1,2,2-Tetrachloroethane<0.057mg/kg0.0570.026105/18/18 08:5805/22/18 08:1679-34-5 Tetrachloroethene<0.057mg/kg0.0570.024105/18/18 08:5805/22/18 08:16127-18-4 Tetrahydrofuran<2.3mg/kg2.30.60105/18/18 08:5805/22/18 08:16109-99-9 Toluene<0.057mg/kg0.0570.016105/18/18 08:5805/22/18 08:16108-88-3 1,2,3-Trichlorobenzene<0.057mg/kg0.0570.014105/18/18 08:5805/22/18 08:1687-61-6 1,2,4-Trichlorobenzene<0.057mg/kg0.0570.016105/18/18 08:5805/22/18 08:16120-82-1 1,1,1-Trichloroethane<0.057mg/kg0.0570.013105/18/18 08:5805/22/18 08:1671-55-6 1,1,2-Trichloroethane<0.057mg/kg0.0570.016105/18/18 08:5805/22/18 08:1679-00-5 Trichloroethene<0.057mg/kg0.0570.0097105/18/18 08:5805/22/18 08:1679-01-6 Trichlorofluoromethane<0.23mg/kg0.230.085105/18/18 08:5805/22/18 08:1675-69-4 1,2,3-Trichloropropane<0.23mg/kg0.230.045105/18/18 08:5805/22/18 08:1696-18-4 1,1,2-Trichlorotrifluoroethane<0.23mg/kg0.230.030105/18/18 08:5805/22/18 08:1676-13-1 1,2,4-Trimethylbenzene<0.057mg/kg0.0570.015105/18/18 08:5805/22/18 08:1695-63-6 1,3,5-Trimethylbenzene<0.057mg/kg0.0570.011105/18/18 08:5805/22/18 08:16108-67-8 Vinyl chloride<0.023mg/kg0.0230.0096105/18/18 08:5805/22/18 08:1675-01-4 Xylene (Total)<0.17mg/kg0.170.031105/18/18 08:5805/22/18 08:161330-20-7 Surrogates 1,2-Dichloroethane-d4 (S)92%.75-125105/18/18 08:5805/22/18 08:1617060-07-0 Toluene-d8 (S)99%.75-125105/18/18 08:5805/22/18 08:162037-26-5 4-Bromofluorobenzene (S)100%.75-125105/18/18 08:5805/22/18 08:16460-00-4 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 15 of 43 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 Sample:HA-2Lab ID:10431317004Collected:05/15/18 12:00Received:05/15/18 14:48Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: WI MOD DRO Preparation Method: WI MOD DRO WIDRO GCS Silica Gel WDRO C10-C28<11.1mg/kg11.12.2105/16/18 19:4005/17/18 10:04 Surrogates n-Triacontane (S)91%.59-133105/16/18 19:4005/17/18 10:04638-68-6D5 Analytical Method: WI MOD GRO Preparation Method: EPA 5030 Medium Soil WIGRO GCV Gasoline Range Organics<11.4mg/kg11.41.4105/18/18 10:3705/18/18 20:44 Surrogates a,a,a-Trifluorotoluene (S)100%.80-150105/18/18 10:3705/18/18 20:4498-08-8 Analytical Method: EPA 6010D Preparation Method: EPA 3050 6010D MET ICP Barium53.1mg/kg0.550.029105/16/18 05:2805/16/18 19:337440-39-3 Cadmium<0.16mg/kg0.160.017105/16/18 05:2805/16/18 19:337440-43-9 Chromium10.7mg/kg0.550.070105/16/18 05:2805/16/18 19:337440-47-3 Lead4.0mg/kg0.550.12105/16/18 05:2805/16/18 19:337439-92-1 Silver<0.55mg/kg0.550.043105/16/18 05:2805/16/18 19:337440-22-4 Analytical Method: EPA 6020B Preparation Method: EPA 3050 6020B MET ICPMS Arsenic2.8mg/kg0.530.242005/16/18 07:0005/22/18 00:007440-38-2 Selenium<0.53mg/kg0.530.272005/16/18 07:0005/22/18 00:007782-49-2 Analytical Method: EPA 7471B Preparation Method: EPA 7471B 7471B Mercury Mercury<0.022mg/kg0.0220.010105/17/18 05:4205/17/18 15:067439-97-6 Analytical Method: ASTM D2974 Dry Weight / %M by ASTM D2974 Percent Moisture10.2%0.100.10105/17/18 10:17 Analytical Method: EPA 8270D by SIM Preparation Method: EPA 3550 8270D MSSV PAH by SIM Acenaphthene<0.011mg/kg0.0110.00065105/16/18 15:4805/17/18 15:2483-32-9 Acenaphthylene<0.011mg/kg0.0110.00072105/16/18 15:4805/17/18 15:24208-96-8 Anthracene<0.011mg/kg0.0110.00059105/16/18 15:4805/17/18 15:24120-12-7 Benzo(a)anthracene<0.011mg/kg0.0110.0017105/16/18 15:4805/17/18 15:2456-55-3 Benzo(a)pyrene<0.011mg/kg0.0110.0012105/16/18 15:4805/17/18 15:2450-32-8 Benzo(b)fluoranthene<0.011mg/kg0.0110.00062105/16/18 15:4805/17/18 15:24205-99-2 Benzo(g,h,i)perylene<0.011mg/kg0.0110.0011105/16/18 15:4805/17/18 15:24191-24-2 Benzo(k)fluoranthene<0.011mg/kg0.0110.0013105/16/18 15:4805/17/18 15:24207-08-9 Chrysene<0.011mg/kg0.0110.00034105/16/18 15:4805/17/18 15:24218-01-9 Dibenz(a,h)anthracene<0.011mg/kg0.0110.00051105/16/18 15:4805/17/18 15:2453-70-3 Fluoranthene<0.011mg/kg0.0110.00034105/16/18 15:4805/17/18 15:24206-44-0 Fluorene<0.011mg/kg0.0110.00028105/16/18 15:4805/17/18 15:2486-73-7 Indeno(1,2,3-cd)pyrene<0.011mg/kg0.0110.0012105/16/18 15:4805/17/18 15:24193-39-5 Naphthalene<0.011mg/kg0.0110.0011105/16/18 15:4805/17/18 15:2491-20-3 Phenanthrene<0.011mg/kg0.0110.0016105/16/18 15:4805/17/18 15:2485-01-8 Pyrene<0.011mg/kg0.0110.00039105/16/18 15:4805/17/18 15:24129-00-0 Total BaP Eq. MN 2006sh. ND=0<0.011mg/kg0.011105/16/18 15:4805/17/18 15:24 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 16 of 43 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 Sample:HA-2Lab ID:10431317004Collected:05/15/18 12:00Received:05/15/18 14:48Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: EPA 8270D by SIM Preparation Method: EPA 3550 8270D MSSV PAH by SIM Surrogates 2-Fluorobiphenyl (S)60%.42-125105/16/18 15:4805/17/18 15:24321-60-8 p-Terphenyl-d14 (S)85%.57-125105/16/18 15:4805/17/18 15:241718-51-0 Analytical Method: EPA 8260B Preparation Method: EPA 5035/5030B 8260B MSV 5030 Med Level Acetone<1.1mg/kg1.10.55105/18/18 08:5805/22/18 08:3167-64-1 Allyl chloride<0.23mg/kg0.230.054105/18/18 08:5805/22/18 08:31107-05-1 Benzene<0.023mg/kg0.0230.0084105/18/18 08:5805/22/18 08:3171-43-2 Bromobenzene<0.057mg/kg0.0570.016105/18/18 08:5805/22/18 08:31108-86-1 Bromochloromethane<0.057mg/kg0.0570.028105/18/18 08:5805/22/18 08:3174-97-5 Bromodichloromethane<0.057mg/kg0.0570.021105/18/18 08:5805/22/18 08:3175-27-4 Bromoform<0.57mg/kg0.570.041105/18/18 08:5805/22/18 08:3175-25-2 Bromomethane<0.57mg/kg0.570.061105/18/18 08:5805/22/18 08:3174-83-9 2-Butanone (MEK)<0.29mg/kg0.290.10105/18/18 08:5805/22/18 08:3178-93-3 n-Butylbenzene<0.057mg/kg0.0570.014105/18/18 08:5805/22/18 08:31104-51-8 sec-Butylbenzene<0.057mg/kg0.0570.016105/18/18 08:5805/22/18 08:31135-98-8 tert-Butylbenzene<0.057mg/kg0.0570.015105/18/18 08:5805/22/18 08:3198-06-6 Carbon tetrachloride<0.057mg/kg0.0570.023105/18/18 08:5805/22/18 08:3156-23-5 Chlorobenzene<0.057mg/kg0.0570.017105/18/18 08:5805/22/18 08:31108-90-7 Chloroethane<0.57mg/kg0.570.087105/18/18 08:5805/22/18 08:3175-00-3 Chloroform<0.057mg/kg0.0570.023105/18/18 08:5805/22/18 08:3167-66-3 Chloromethane<0.23mg/kg0.230.037105/18/18 08:5805/22/18 08:3174-87-3 2-Chlorotoluene<0.057mg/kg0.0570.018105/18/18 08:5805/22/18 08:3195-49-8 4-Chlorotoluene<0.057mg/kg0.0570.014105/18/18 08:5805/22/18 08:31106-43-4 1,2-Dibromo-3-chloropropane<1.4mg/kg1.40.10105/18/18 08:5805/22/18 08:3196-12-8 Dibromochloromethane<0.23mg/kg0.230.057105/18/18 08:5805/22/18 08:31124-48-1 1,2-Dibromoethane (EDB)<0.057mg/kg0.0570.023105/18/18 08:5805/22/18 08:31106-93-4 Dibromomethane<0.057mg/kg0.0570.019105/18/18 08:5805/22/18 08:3174-95-3 1,2-Dichlorobenzene<0.057mg/kg0.0570.012105/18/18 08:5805/22/18 08:3195-50-1 1,3-Dichlorobenzene<0.057mg/kg0.0570.019105/18/18 08:5805/22/18 08:31541-73-1 1,4-Dichlorobenzene<0.057mg/kg0.0570.021105/18/18 08:5805/22/18 08:31106-46-7 Dichlorodifluoromethane<0.23mg/kg0.230.089105/18/18 08:5805/22/18 08:3175-71-8 1,1-Dichloroethane<0.057mg/kg0.0570.015105/18/18 08:5805/22/18 08:3175-34-3 1,2-Dichloroethane<0.057mg/kg0.0570.021105/18/18 08:5805/22/18 08:31107-06-2 1,1-Dichloroethene<0.057mg/kg0.0570.025105/18/18 08:5805/22/18 08:3175-35-4 cis-1,2-Dichloroethene<0.057mg/kg0.0570.010105/18/18 08:5805/22/18 08:31156-59-2 trans-1,2-Dichloroethene<0.057mg/kg0.0570.023105/18/18 08:5805/22/18 08:31156-60-5 Dichlorofluoromethane<0.57mg/kg0.570.054105/18/18 08:5805/22/18 08:3175-43-4 1,2-Dichloropropane<0.057mg/kg0.0570.020105/18/18 08:5805/22/18 08:3178-87-5 1,3-Dichloropropane<0.057mg/kg0.0570.021105/18/18 08:5805/22/18 08:31142-28-9 2,2-Dichloropropane<0.23mg/kg0.230.056105/18/18 08:5805/22/18 08:31594-20-7 1,1-Dichloropropene<0.057mg/kg0.0570.016105/18/18 08:5805/22/18 08:31563-58-6 cis-1,3-Dichloropropene<0.057mg/kg0.0570.018105/18/18 08:5805/22/18 08:3110061-01-5 trans-1,3-Dichloropropene<0.057mg/kg0.0570.041105/18/18 08:5805/22/18 08:3110061-02-6 Diethyl ether (Ethyl ether)<0.23mg/kg0.230.048105/18/18 08:5805/22/18 08:3160-29-7 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 17 of 43 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 Sample:HA-2Lab ID:10431317004Collected:05/15/18 12:00Received:05/15/18 14:48Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: EPA 8260B Preparation Method: EPA 5035/5030B 8260B MSV 5030 Med Level Ethylbenzene<0.057mg/kg0.0570.017105/18/18 08:5805/22/18 08:31100-41-4 Hexachloro-1,3-butadiene<0.29mg/kg0.290.059105/18/18 08:5805/22/18 08:3187-68-3 Isopropylbenzene (Cumene)<0.057mg/kg0.0570.018105/18/18 08:5805/22/18 08:3198-82-8 p-Isopropyltoluene<0.057mg/kg0.0570.012105/18/18 08:5805/22/18 08:3199-87-6 Methylene Chloride<0.23mg/kg0.230.029105/18/18 08:5805/22/18 08:3175-09-2 4-Methyl-2-pentanone (MIBK)<0.29mg/kg0.290.076105/18/18 08:5805/22/18 08:31108-10-1 Methyl-tert-butyl ether<0.057mg/kg0.0570.018105/18/18 08:5805/22/18 08:311634-04-4 Naphthalene<0.23mg/kg0.230.050105/18/18 08:5805/22/18 08:3191-20-3 n-Propylbenzene<0.057mg/kg0.0570.014105/18/18 08:5805/22/18 08:31103-65-1 Styrene<0.057mg/kg0.0570.015105/18/18 08:5805/22/18 08:31100-42-5 1,1,1,2-Tetrachloroethane<0.057mg/kg0.0570.015105/18/18 08:5805/22/18 08:31630-20-6 1,1,2,2-Tetrachloroethane<0.057mg/kg0.0570.026105/18/18 08:5805/22/18 08:3179-34-5 Tetrachloroethene<0.057mg/kg0.0570.024105/18/18 08:5805/22/18 08:31127-18-4 Tetrahydrofuran<2.3mg/kg2.30.59105/18/18 08:5805/22/18 08:31109-99-9 Toluene<0.057mg/kg0.0570.016105/18/18 08:5805/22/18 08:31108-88-3 1,2,3-Trichlorobenzene<0.057mg/kg0.0570.014105/18/18 08:5805/22/18 08:3187-61-6 1,2,4-Trichlorobenzene<0.057mg/kg0.0570.016105/18/18 08:5805/22/18 08:31120-82-1 1,1,1-Trichloroethane<0.057mg/kg0.0570.013105/18/18 08:5805/22/18 08:3171-55-6 1,1,2-Trichloroethane<0.057mg/kg0.0570.016105/18/18 08:5805/22/18 08:3179-00-5 Trichloroethene<0.057mg/kg0.0570.0097105/18/18 08:5805/22/18 08:3179-01-6 Trichlorofluoromethane<0.23mg/kg0.230.085105/18/18 08:5805/22/18 08:3175-69-4 1,2,3-Trichloropropane<0.23mg/kg0.230.045105/18/18 08:5805/22/18 08:3196-18-4 1,1,2-Trichlorotrifluoroethane<0.23mg/kg0.230.030105/18/18 08:5805/22/18 08:3176-13-1 1,2,4-Trimethylbenzene<0.057mg/kg0.0570.015105/18/18 08:5805/22/18 08:3195-63-6 1,3,5-Trimethylbenzene<0.057mg/kg0.0570.011105/18/18 08:5805/22/18 08:31108-67-8 Vinyl chloride<0.023mg/kg0.0230.0096105/18/18 08:5805/22/18 08:3175-01-4 Xylene (Total)<0.17mg/kg0.170.031105/18/18 08:5805/22/18 08:311330-20-7 Surrogates 1,2-Dichloroethane-d4 (S)96%.75-125105/18/18 08:5805/22/18 08:3117060-07-0 Toluene-d8 (S)100%.75-125105/18/18 08:5805/22/18 08:312037-26-5 4-Bromofluorobenzene (S)99%.75-125105/18/18 08:5805/22/18 08:31460-00-4 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 18 of 43 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 Sample:TRIP BLANKLab ID:10431317005Collected:05/15/18 00:00Received:05/15/18 14:48Matrix:Solid Results reported on a "wet-weight" basis ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: WI MOD GRO Preparation Method: EPA 5030 Medium Soil WIGRO GCV Gasoline Range Organics<10.0mg/kg10.01.3105/18/18 10:3705/19/18 01:16 Surrogates a,a,a-Trifluorotoluene (S)100%.80-150105/18/18 10:3705/19/18 01:1698-08-8 Analytical Method: EPA 8260B Preparation Method: EPA 5035/5030B 8260B MSV 5030 Med Level Acetone<1.0mg/kg1.00.48105/18/18 08:5805/22/18 02:4267-64-1 Allyl chloride<0.20mg/kg0.200.047105/18/18 08:5805/22/18 02:42107-05-1 Benzene<0.020mg/kg0.0200.0074105/18/18 08:5805/22/18 02:4271-43-2 Bromobenzene<0.050mg/kg0.0500.014105/18/18 08:5805/22/18 02:42108-86-1 Bromochloromethane<0.050mg/kg0.0500.024105/18/18 08:5805/22/18 02:4274-97-5 Bromodichloromethane<0.050mg/kg0.0500.018105/18/18 08:5805/22/18 02:4275-27-4 Bromoform<0.50mg/kg0.500.036105/18/18 08:5805/22/18 02:4275-25-2 Bromomethane<0.50mg/kg0.500.053105/18/18 08:5805/22/18 02:4274-83-9 2-Butanone (MEK)<0.25mg/kg0.250.090105/18/18 08:5805/22/18 02:4278-93-3 n-Butylbenzene<0.050mg/kg0.0500.012105/18/18 08:5805/22/18 02:42104-51-8 sec-Butylbenzene<0.050mg/kg0.0500.014105/18/18 08:5805/22/18 02:42135-98-8 tert-Butylbenzene<0.050mg/kg0.0500.013105/18/18 08:5805/22/18 02:4298-06-6 Carbon tetrachloride<0.050mg/kg0.0500.020105/18/18 08:5805/22/18 02:4256-23-5 Chlorobenzene<0.050mg/kg0.0500.015105/18/18 08:5805/22/18 02:42108-90-7 Chloroethane<0.50mg/kg0.500.077105/18/18 08:5805/22/18 02:4275-00-3 Chloroform<0.050mg/kg0.0500.020105/18/18 08:5805/22/18 02:4267-66-3 Chloromethane<0.20mg/kg0.200.032105/18/18 08:5805/22/18 02:4274-87-3 2-Chlorotoluene<0.050mg/kg0.0500.016105/18/18 08:5805/22/18 02:4295-49-8 4-Chlorotoluene<0.050mg/kg0.0500.012105/18/18 08:5805/22/18 02:42106-43-4 1,2-Dibromo-3-chloropropane<1.2mg/kg1.20.087105/18/18 08:5805/22/18 02:4296-12-8 Dibromochloromethane<0.20mg/kg0.200.050105/18/18 08:5805/22/18 02:42124-48-1 1,2-Dibromoethane (EDB)<0.050mg/kg0.0500.020105/18/18 08:5805/22/18 02:42106-93-4 Dibromomethane<0.050mg/kg0.0500.017105/18/18 08:5805/22/18 02:4274-95-3 1,2-Dichlorobenzene<0.050mg/kg0.0500.011105/18/18 08:5805/22/18 02:4295-50-1 1,3-Dichlorobenzene<0.050mg/kg0.0500.017105/18/18 08:5805/22/18 02:42541-73-1 1,4-Dichlorobenzene<0.050mg/kg0.0500.018105/18/18 08:5805/22/18 02:42106-46-7 Dichlorodifluoromethane<0.20mg/kg0.200.078105/18/18 08:5805/22/18 02:4275-71-8 1,1-Dichloroethane<0.050mg/kg0.0500.013105/18/18 08:5805/22/18 02:4275-34-3 1,2-Dichloroethane<0.050mg/kg0.0500.018105/18/18 08:5805/22/18 02:42107-06-2 1,1-Dichloroethene<0.050mg/kg0.0500.022105/18/18 08:5805/22/18 02:4275-35-4 cis-1,2-Dichloroethene<0.050mg/kg0.0500.0090105/18/18 08:5805/22/18 02:42156-59-2 trans-1,2-Dichloroethene<0.050mg/kg0.0500.020105/18/18 08:5805/22/18 02:42156-60-5 Dichlorofluoromethane<0.50mg/kg0.500.047105/18/18 08:5805/22/18 02:4275-43-4 1,2-Dichloropropane<0.050mg/kg0.0500.018105/18/18 08:5805/22/18 02:4278-87-5 1,3-Dichloropropane<0.050mg/kg0.0500.019105/18/18 08:5805/22/18 02:42142-28-9 2,2-Dichloropropane<0.20mg/kg0.200.049105/18/18 08:5805/22/18 02:42594-20-7 1,1-Dichloropropene<0.050mg/kg0.0500.014105/18/18 08:5805/22/18 02:42563-58-6 cis-1,3-Dichloropropene<0.050mg/kg0.0500.016105/18/18 08:5805/22/18 02:4210061-01-5 trans-1,3-Dichloropropene<0.050mg/kg0.0500.036105/18/18 08:5805/22/18 02:4210061-02-6 Diethyl ether (Ethyl ether)<0.20mg/kg0.200.042105/18/18 08:5805/22/18 02:4260-29-7 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 19 of 43 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 Sample:TRIP BLANKLab ID:10431317005Collected:05/15/18 00:00Received:05/15/18 14:48Matrix:Solid Results reported on a "wet-weight" basis ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: EPA 8260B Preparation Method: EPA 5035/5030B 8260B MSV 5030 Med Level Ethylbenzene<0.050mg/kg0.0500.014105/18/18 08:5805/22/18 02:42100-41-4 Hexachloro-1,3-butadiene<0.25mg/kg0.250.052105/18/18 08:5805/22/18 02:4287-68-3 Isopropylbenzene (Cumene)<0.050mg/kg0.0500.016105/18/18 08:5805/22/18 02:4298-82-8 p-Isopropyltoluene<0.050mg/kg0.0500.010105/18/18 08:5805/22/18 02:4299-87-6 Methylene Chloride<0.20mg/kg0.200.026105/18/18 08:5805/22/18 02:4275-09-2 4-Methyl-2-pentanone (MIBK)<0.25mg/kg0.250.066105/18/18 08:5805/22/18 02:42108-10-1 Methyl-tert-butyl ether<0.050mg/kg0.0500.016105/18/18 08:5805/22/18 02:421634-04-4 Naphthalene<0.20mg/kg0.200.044105/18/18 08:5805/22/18 02:4291-20-3 n-Propylbenzene<0.050mg/kg0.0500.012105/18/18 08:5805/22/18 02:42103-65-1 Styrene<0.050mg/kg0.0500.014105/18/18 08:5805/22/18 02:42100-42-5 1,1,1,2-Tetrachloroethane<0.050mg/kg0.0500.013105/18/18 08:5805/22/18 02:42630-20-6 1,1,2,2-Tetrachloroethane<0.050mg/kg0.0500.023105/18/18 08:5805/22/18 02:4279-34-5 Tetrachloroethene<0.050mg/kg0.0500.021105/18/18 08:5805/22/18 02:42127-18-4 Tetrahydrofuran<2.0mg/kg2.00.52105/18/18 08:5805/22/18 02:42109-99-9 Toluene<0.050mg/kg0.0500.014105/18/18 08:5805/22/18 02:42108-88-3 1,2,3-Trichlorobenzene<0.050mg/kg0.0500.013105/18/18 08:5805/22/18 02:4287-61-6 1,2,4-Trichlorobenzene<0.050mg/kg0.0500.014105/18/18 08:5805/22/18 02:42120-82-1 1,1,1-Trichloroethane<0.050mg/kg0.0500.011105/18/18 08:5805/22/18 02:4271-55-6 1,1,2-Trichloroethane<0.050mg/kg0.0500.014105/18/18 08:5805/22/18 02:4279-00-5 Trichloroethene<0.050mg/kg0.0500.0085105/18/18 08:5805/22/18 02:4279-01-6 Trichlorofluoromethane<0.20mg/kg0.200.074105/18/18 08:5805/22/18 02:4275-69-4 1,2,3-Trichloropropane<0.20mg/kg0.200.040105/18/18 08:5805/22/18 02:4296-18-4 1,1,2-Trichlorotrifluoroethane<0.20mg/kg0.200.026105/18/18 08:5805/22/18 02:4276-13-1 1,2,4-Trimethylbenzene<0.050mg/kg0.0500.013105/18/18 08:5805/22/18 02:4295-63-6 1,3,5-Trimethylbenzene<0.050mg/kg0.0500.0097105/18/18 08:5805/22/18 02:42108-67-8 Vinyl chloride<0.020mg/kg0.0200.0084105/18/18 08:5805/22/18 02:4275-01-4 Xylene (Total)<0.15mg/kg0.150.027105/18/18 08:5805/22/18 02:421330-20-7 Surrogates 1,2-Dichloroethane-d4 (S)92%.75-125105/18/18 08:5805/22/18 02:4217060-07-0 Toluene-d8 (S)99%.75-125105/18/18 08:5805/22/18 02:422037-26-5 4-Bromofluorobenzene (S)103%.75-125105/18/18 08:5805/22/18 02:42460-00-4 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 20 of 43 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 QC Batch:539093Analysis Method:WI MOD GRO QC Batch Method:EPA 5030 Medium SoilAnalysis Description:WIGRO Solid GCV Associated Lab Samples:10431317001, 10431317002, 10431317003, 10431317004, 10431317005 METHOD BLANK:2931309Matrix:Solid Associated Lab Samples: 10431317001, 10431317002, 10431317003, 10431317004, 10431317005 BlankReporting ParameterUnitsResultLimitMDLAnalyzedQualifiers Gasoline Range Organicsmg/kg<10.010.01.305/18/18 13:39 a,a,a-Trifluorotoluene (S)%.9980-15005/18/18 13:39 LABORATORY CONTROL SAMPLE & LCSD:29313102931311 SpikeLCSLCSDLCSLCSD% RecMax ParameterUnitsConc.ResultResult% Rec% RecLimitsRPDRPDQualifiers Gasoline Range Organicsmg/kg5047.347.7959580-120120 a,a,a-Trifluorotoluene (S)%.989980-150 MATRIX SPIKE SAMPLE:2932420 10430961003SpikeMSMS% Rec ParameterUnitsResultConc.Result% RecLimitsQualifiers ND Gasoline Range Organicsmg/kg55.557.710180-120 a,a,a-Trifluorotoluene (S)%.9980-150 SAMPLE DUPLICATE:2932419 10430961005DupMax ParameterUnitsResultResultRPDRPDQualifiers ND Gasoline Range Organicsmg/kg<11.020 100 a,a,a-Trifluorotoluene (S)%.1004 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 21 of 43 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 QC Batch:538765Analysis Method:EPA 7471B QC Batch Method:EPA 7471BAnalysis Description:7471B Mercury Solids Associated Lab Samples:10431317001, 10431317002, 10431317003, 10431317004 METHOD BLANK:2929597Matrix:Solid Associated Lab Samples: 10431317001, 10431317002, 10431317003, 10431317004 BlankReporting ParameterUnitsResultLimitMDLAnalyzedQualifiers Mercurymg/kg<0.0190.0190.009005/17/18 14:49 LABORATORY CONTROL SAMPLE:2929598 SpikeLCSLCS% Rec ParameterUnitsConc.Result% RecLimitsQualifiers Mercurymg/kg.470.5511780-120 MATRIX SPIKE & MATRIX SPIKE DUPLICATE:29295992929600 MSMSD 10431317003SpikeSpikeMSMSDMSMSD% RecMax ParameterUnitsResultConc.Conc.ResultResult% Rec% RecLimitsRPDRPDQual Mercurymg/kg<0.021.56.560.590.6010410475-125020 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 22 of 43 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 QC Batch:538531Analysis Method:EPA 6010D QC Batch Method:EPA 3050Analysis Description:6010D Solids Associated Lab Samples:10431317001, 10431317002, 10431317003, 10431317004 METHOD BLANK:2928209Matrix:Solid Associated Lab Samples: 10431317001, 10431317002, 10431317003, 10431317004 BlankReporting ParameterUnitsResultLimitMDLAnalyzedQualifiers Bariummg/kg<0.500.500.02705/16/18 18:46 Cadmiummg/kg<0.150.150.01505/16/18 18:46 Chromiummg/kg<0.500.500.06405/16/18 18:46 Leadmg/kg<0.500.500.1105/16/18 18:46 Silvermg/kg<0.500.500.03905/16/18 18:46 LABORATORY CONTROL SAMPLE:2928210 SpikeLCSLCS% Rec ParameterUnitsConc.Result% RecLimitsQualifiers Bariummg/kg5049.09880-120 Cadmiummg/kg5047.09480-120 Chromiummg/kg5049.59980-120 Leadmg/kg5047.89680-120 Silvermg/kg2523.19280-120 MATRIX SPIKE & MATRIX SPIKE DUPLICATE:29282112928212 MSMSD 10431579001SpikeSpikeMSMSDMSMSD% RecMax ParameterUnitsResultConc.Conc.ResultResult% Rec% RecLimitsRPDRPDQual Bariummg/kg58249.549.564570112623975-125820P6 Cadmiummg/kg49.149.549.598.41039910975-125520 Chromiummg/kg81049.549.51260119091477375-125620P6 Leadmg/kg89549.549.59309847118075-125620P6 Silvermg/kg17424.824.8126154-193-8275-1252020M1,P6 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 23 of 43 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 QC Batch:538529Analysis Method:EPA 6020B QC Batch Method:EPA 3050Analysis Description:6020B Solids UPD5 Associated Lab Samples:10431317001, 10431317002, 10431317003, 10431317004 METHOD BLANK:2928202Matrix:Solid Associated Lab Samples: 10431317001, 10431317002, 10431317003, 10431317004 BlankReporting ParameterUnitsResultLimitMDLAnalyzedQualifiers Arsenicmg/kg<0.490.490.2205/21/18 23:05 Seleniummg/kg<0.490.490.2505/21/18 23:05 LABORATORY CONTROL SAMPLE:2928203 SpikeLCSLCS% Rec ParameterUnitsConc.Result% RecLimitsQualifiers Arsenicmg/kg4946.69580-120 Seleniummg/kg4949.310180-120 MATRIX SPIKE & MATRIX SPIKE DUPLICATE:29282042928205 MSMSD 10431124001SpikeSpikeMSMSDMSMSD% RecMax ParameterUnitsResultConc.Conc.ResultResult% Rec% RecLimitsRPDRPDQual Arsenicmg/kg6.858.658.660.761.3929375-125120 Seleniummg/kg<0.5958.658.660.156.11029575-125720 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 24 of 43 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 QC Batch:538903Analysis Method:ASTM D2974 QC Batch Method:ASTM D2974Analysis Description:Dry Weight / %M by ASTM D2974 Associated Lab Samples:10431317001, 10431317002, 10431317003, 10431317004 SAMPLE DUPLICATE:2930364 10431351002DupMax ParameterUnitsResultResultRPDRPDQualifiers 18.3 Percent Moisture%18.4130 SAMPLE DUPLICATE:2930542 10431416001DupMax ParameterUnitsResultResultRPDRPDQualifiers 15.4 Percent Moisture%15.5030 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 25 of 43 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 QC Batch:538721Analysis Method:EPA 8260B QC Batch Method:EPA 5035/5030BAnalysis Description:8260B MSV 5030 Med Level Associated Lab Samples:10431317001, 10431317002, 10431317003, 10431317004, 10431317005 METHOD BLANK:2929162Matrix:Solid Associated Lab Samples: 10431317001, 10431317002, 10431317003, 10431317004, 10431317005 BlankReporting ParameterUnitsResultLimitMDLAnalyzedQualifiers 1,1,1,2-Tetrachloroethanemg/kg<0.0500.0500.01305/22/18 02:12 1,1,1-Trichloroethanemg/kg<0.0500.0500.01105/22/18 02:12 1,1,2,2-Tetrachloroethanemg/kg<0.0500.0500.02305/22/18 02:12 1,1,2-Trichloroethanemg/kg<0.0500.0500.01405/22/18 02:12 1,1,2-Trichlorotrifluoroethanemg/kg<0.200.200.02605/22/18 02:12 1,1-Dichloroethanemg/kg<0.0500.0500.01305/22/18 02:12 1,1-Dichloroethenemg/kg<0.0500.0500.02205/22/18 02:12 1,1-Dichloropropenemg/kg<0.0500.0500.01405/22/18 02:12 1,2,3-Trichlorobenzenemg/kg<0.0500.0500.01305/22/18 02:12 1,2,3-Trichloropropanemg/kg<0.200.200.04005/22/18 02:12 1,2,4-Trichlorobenzenemg/kg<0.0500.0500.01405/22/18 02:12 1,2,4-Trimethylbenzenemg/kg<0.0500.0500.01305/22/18 02:12 1,2-Dibromo-3-chloropropanemg/kg<1.21.20.08705/22/18 02:12MN 1,2-Dibromoethane (EDB)mg/kg<0.0500.0500.02005/22/18 02:12 1,2-Dichlorobenzenemg/kg<0.0500.0500.01105/22/18 02:12 1,2-Dichloroethanemg/kg<0.0500.0500.01805/22/18 02:12 1,2-Dichloropropanemg/kg<0.0500.0500.01805/22/18 02:12 1,3,5-Trimethylbenzenemg/kg<0.0500.0500.009705/22/18 02:12 1,3-Dichlorobenzenemg/kg<0.0500.0500.01705/22/18 02:12 1,3-Dichloropropanemg/kg<0.0500.0500.01905/22/18 02:12 1,4-Dichlorobenzenemg/kg<0.0500.0500.01805/22/18 02:12 2,2-Dichloropropanemg/kg<0.200.200.04905/22/18 02:12 2-Butanone (MEK)mg/kg<0.250.250.09005/22/18 02:12 2-Chlorotoluenemg/kg<0.0500.0500.01605/22/18 02:12 4-Chlorotoluenemg/kg<0.0500.0500.01205/22/18 02:12 4-Methyl-2-pentanone (MIBK)mg/kg<0.250.250.06605/22/18 02:12 Acetonemg/kg<1.01.00.4805/22/18 02:12 Allyl chloridemg/kg<0.200.200.04705/22/18 02:12 Benzenemg/kg<0.0200.0200.007405/22/18 02:12 Bromobenzenemg/kg<0.0500.0500.01405/22/18 02:12 Bromochloromethanemg/kg<0.0500.0500.02405/22/18 02:12 Bromodichloromethanemg/kg<0.0500.0500.01805/22/18 02:12 Bromoformmg/kg<0.500.500.03605/22/18 02:12MN Bromomethanemg/kg<0.500.500.05305/22/18 02:12 Carbon tetrachloridemg/kg<0.0500.0500.02005/22/18 02:12 Chlorobenzenemg/kg<0.0500.0500.01505/22/18 02:12 Chloroethanemg/kg<0.500.500.07705/22/18 02:12 Chloroformmg/kg<0.0500.0500.02005/22/18 02:12 Chloromethanemg/kg<0.200.200.03205/22/18 02:12 cis-1,2-Dichloroethenemg/kg<0.0500.0500.009005/22/18 02:12 cis-1,3-Dichloropropenemg/kg<0.0500.0500.01605/22/18 02:12 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 26 of 43 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 METHOD BLANK:2929162Matrix:Solid Associated Lab Samples: 10431317001, 10431317002, 10431317003, 10431317004, 10431317005 BlankReporting ParameterUnitsResultLimitMDLAnalyzedQualifiers Dibromochloromethanemg/kg<0.200.200.05005/22/18 02:12 Dibromomethanemg/kg<0.0500.0500.01705/22/18 02:12 Dichlorodifluoromethanemg/kg<0.200.200.07805/22/18 02:12 Dichlorofluoromethanemg/kg<0.500.500.04705/22/18 02:12 Diethyl ether (Ethyl ether)mg/kg<0.200.200.04205/22/18 02:12 Ethylbenzenemg/kg<0.0500.0500.01405/22/18 02:12 Hexachloro-1,3-butadienemg/kg<0.250.250.05205/22/18 02:12 Isopropylbenzene (Cumene)mg/kg<0.0500.0500.01605/22/18 02:12 Methyl-tert-butyl ethermg/kg<0.0500.0500.01605/22/18 02:12 Methylene Chloridemg/kg<0.200.200.02605/22/18 02:12 n-Butylbenzenemg/kg<0.0500.0500.01205/22/18 02:12 n-Propylbenzenemg/kg<0.0500.0500.01205/22/18 02:12 Naphthalenemg/kg<0.200.200.04405/22/18 02:12 p-Isopropyltoluenemg/kg<0.0500.0500.01005/22/18 02:12 sec-Butylbenzenemg/kg<0.0500.0500.01405/22/18 02:12 Styrenemg/kg<0.0500.0500.01405/22/18 02:12 tert-Butylbenzenemg/kg<0.0500.0500.01305/22/18 02:12 Tetrachloroethenemg/kg<0.0500.0500.02105/22/18 02:12 Tetrahydrofuranmg/kg<2.02.00.5205/22/18 02:12 Toluenemg/kg<0.0500.0500.01405/22/18 02:12 trans-1,2-Dichloroethenemg/kg<0.0500.0500.02005/22/18 02:12 trans-1,3-Dichloropropenemg/kg<0.0500.0500.03605/22/18 02:12 Trichloroethenemg/kg<0.0500.0500.008505/22/18 02:12 Trichlorofluoromethanemg/kg<0.200.200.07405/22/18 02:12 Vinyl chloridemg/kg<0.0200.0200.008405/22/18 02:12 Xylene (Total)mg/kg<0.150.150.02705/22/18 02:12 1,2-Dichloroethane-d4 (S)%.9275-12505/22/18 02:12 4-Bromofluorobenzene (S)%.10375-12505/22/18 02:12 Toluene-d8 (S)%.10175-12505/22/18 02:12 LABORATORY CONTROL SAMPLE & LCSD:29291632929164 SpikeLCSLCSDLCSLCSD% RecMax ParameterUnitsConc.ResultResult% Rec% RecLimitsRPDRPDQualifiers 1,1,1,2-Tetrachloroethanemg/kg11.21.112211259-125820 1,1,1-Trichloroethanemg/kg11.11.011210159-1251020 1,1,2,2-Tetrachloroethanemg/kg10.990.92999258-125720 1,1,2-Trichloroethanemg/kg11.00.921029264-1251020 1,1,2-Trichlorotrifluoroethanemg/kg10.920.85928565-125820 1,1-Dichloroethanemg/kg11.00.901009063-1251020 1,1-Dichloroethenemg/kg10.970.88978859-125920 1,1-Dichloropropenemg/kg10.900.83908364-125820 1,2,3-Trichlorobenzenemg/kg10.980.89988955-126920 1,2,3-Trichloropropanemg/kg10.900.83908362-125820 1,2,4-Trichlorobenzenemg/kg11.00.931019362-125820 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 27 of 43 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 LABORATORY CONTROL SAMPLE & LCSD:29291632929164 SpikeLCSLCSDLCSLCSD% RecMax ParameterUnitsConc.ResultResult% Rec% RecLimitsRPDRPDQualifiers 1,2,4-Trimethylbenzenemg/kg11.10.991119959-1251120 1,2-Dibromo-3-chloropropanemg/kg2.52.12.0868154-125620 1,2-Dibromoethane (EDB)mg/kg10.970.87978764-1251120 1,2-Dichlorobenzenemg/kg11.00.941039463-125920 1,2-Dichloroethanemg/kg10.810.74817457-125820 1,2-Dichloropropanemg/kg10.960.88968867-125920 1,3,5-Trimethylbenzenemg/kg11.10.991119959-1251220 1,3-Dichlorobenzenemg/kg11.10.981109864-1251120 1,3-Dichloropropanemg/kg10.910.88918864-125320 1,4-Dichlorobenzenemg/kg11.00.911019163-1251020 2,2-Dichloropropanemg/kg11.00.931029337-126920 2-Butanone (MEK)mg/kg53.53.3706648-125620 2-Chlorotoluenemg/kg11.10.971089762-1251120 4-Chlorotoluenemg/kg11.10.981099863-1251120 4-Methyl-2-pentanone (MIBK)mg/kg54.03.8807552-135620 Acetonemg/kg55.44.71089565-1251420 Allyl chloridemg/kg10.840.77847752-125920 Benzenemg/kg10.900.83908361-125820 Bromobenzenemg/kg11.00.951059564-1251020 Bromochloromethanemg/kg10.940.86948665-125920 Bromodichloromethanemg/kg11.21.111610657-125920 Bromoformmg/kg10.970.91979157-125720 Bromomethanemg/kg11.21.011610460-1251020 Carbon tetrachloridemg/kg11.11.011110058-1251020 Chlorobenzenemg/kg10.990.91999166-125820 Chloroethanemg/kg11.10.991109962-1251120 Chloroformmg/kg10.990.91999159-125820 Chloromethanemg/kg10.780.75787550-125420 cis-1,2-Dichloroethenemg/kg10.910.83918361-125820 cis-1,3-Dichloropropenemg/kg11.00.951039561-125820 Dibromochloromethanemg/kg11.21.112011160-125820 Dibromomethanemg/kg10.960.87968769-1251020 Dichlorodifluoromethanemg/kg10.580.54585438-125720 Dichlorofluoromethanemg/kg11.41.213612367-1251020L3 Diethyl ether (Ethyl ether)mg/kg12.51.525115160-1255020L3,R1 Ethylbenzenemg/kg11.00.911009162-1251020 Hexachloro-1,3-butadienemg/kg11.10.971099756-1251220 Isopropylbenzene (Cumene)mg/kg11.11.010910065-125920 Methyl-tert-butyl ethermg/kg10.870.80878059-125820 Methylene Chloridemg/kg10.800.75807564-125720 n-Butylbenzenemg/kg11.11.011210159-1251120 n-Propylbenzenemg/kg11.11.011410261-1251120 Naphthalenemg/kg10.910.85918553-125720 p-Isopropyltoluenemg/kg11.21.011510463-1251020 sec-Butylbenzenemg/kg11.21.111810662-1251120 Styrenemg/kg11.10.971069766-125920 tert-Butylbenzenemg/kg11.11.011310364-125920 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 28 of 43 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 LABORATORY CONTROL SAMPLE & LCSD:29291632929164 SpikeLCSLCSDLCSLCSD% RecMax ParameterUnitsConc.ResultResult% Rec% RecLimitsRPDRPDQualifiers Tetrachloroethenemg/kg10.980.89988967-1251020 Tetrahydrofuranmg/kg109.28.0928062-1251420 Toluenemg/kg10.920.83928361-1251120 trans-1,2-Dichloroethenemg/kg10.800.76807664-125520 trans-1,3-Dichloropropenemg/kg11.00.931039356-1251020 Trichloroethenemg/kg10.970.87978767-1251120 Trichlorofluoromethanemg/kg11.11.010910365-125620 Vinyl chloridemg/kg10.830.77837757-125720 Xylene (Total)mg/kg33.02.81019362-125920 1,2-Dichloroethane-d4 (S)%.909175-125 4-Bromofluorobenzene (S)%.10010075-125 Toluene-d8 (S)%.10010175-125 MATRIX SPIKE SAMPLE:2929165 10431124002SpikeMSMS% Rec ParameterUnitsResultConc.Result% RecLimitsQualifiers <0.056 1,1,1,2-Tetrachloroethanemg/kg1.11.210364-146 <0.056 1,1,1-Trichloroethanemg/kg1.11.08856-148 <0.056 1,1,2,2-Tetrachloroethanemg/kg1.10.988336-150 <0.056 1,1,2-Trichloroethanemg/kg1.10.978267-148 <0.22 1,1,2-Trichlorotrifluoroethanemg/kg1.10.887460-142 <0.056 1,1-Dichloroethanemg/kg1.10.958057-140 <0.056 1,1-Dichloroethenemg/kg1.10.917759-139 <0.056 1,1-Dichloropropenemg/kg1.10.867361-142 <0.056 1,2,3-Trichlorobenzenemg/kg1.10.978269-150 <0.22 1,2,3-Trichloropropanemg/kg1.10.867364-150 <0.056 1,2,4-Trichlorobenzenemg/kg1.10.988371-149 <0.056 1,2,4-Trimethylbenzenemg/kg1.11.19567-149 <1.4 1,2-Dibromo-3-chloropropanemg/kg2.92.17061-150 <0.056 1,2-Dibromoethane (EDB)mg/kg1.10.927867-147 <0.056 1,2-Dichlorobenzenemg/kg1.11.08670-142 <0.056 1,2-Dichloroethanemg/kg1.10.806858-132 <0.056 1,2-Dichloropropanemg/kg1.10.978264-144 <0.056 1,3,5-Trimethylbenzenemg/kg1.11.19471-146 <0.056 1,3-Dichlorobenzenemg/kg1.11.08971-142 <0.056 1,3-Dichloropropanemg/kg1.10.937868-140 <0.056 1,4-Dichlorobenzenemg/kg1.10.998468-142 <0.22 2,2-Dichloropropanemg/kg1.10.988334-150 <0.28 2-Butanone (MEK)mg/kg5.93.55951-150 <0.056 2-Chlorotoluenemg/kg1.11.19166-144 <0.056 4-Chlorotoluenemg/kg1.11.19266-140 <0.28 4-Methyl-2-pentanone (MIBK)mg/kg5.94.27063-150 <1.1 Acetonemg/kg5.95.28854-150 <0.22 Allyl chloridemg/kg1.10.796753-135 <0.022 Benzenemg/kg1.10.877465-135 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 29 of 43 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 MATRIX SPIKE SAMPLE:2929165 10431124002SpikeMSMS% Rec ParameterUnitsResultConc.Result% RecLimitsQualifiers <0.056 Bromobenzenemg/kg1.11.08771-141 <0.056 Bromochloromethanemg/kg1.10.867362-145 <0.056 Bromodichloromethanemg/kg1.11.19759-148 <0.56 Bromoformmg/kg1.10.927857-145 <0.56 Bromomethanemg/kg1.11.29751-129 <0.056 Carbon tetrachloridemg/kg1.11.19155-144 <0.056 Chlorobenzenemg/kg1.10.968170-142 <0.56 Chloroethanemg/kg1.11.08861-135 <0.056 Chloroformmg/kg1.10.958058-135 <0.22 Chloromethanemg/kg1.10.816837-125 <0.056 cis-1,2-Dichloroethenemg/kg1.10.877460-138 <0.056 cis-1,3-Dichloropropenemg/kg1.11.08762-142 <0.22 Dibromochloromethanemg/kg1.11.210065-141 <0.056 Dibromomethanemg/kg1.10.897672-150 <0.22 Dichlorodifluoromethanemg/kg1.10.524430-125 <0.56 Dichlorofluoromethanemg/kg1.11.210562-148 <0.22 Diethyl ether (Ethyl ether)mg/kg1.16.656062-135M0 <0.056 Ethylbenzenemg/kg1.10.998472-138 <0.28 Hexachloro-1,3-butadienemg/kg1.11.19538-150 <0.056 Isopropylbenzene (Cumene)mg/kg1.11.19275-148 <0.056 Methyl-tert-butyl ethermg/kg1.10.857263-139 <0.22 Methylene Chloridemg/kg1.10.786558-135 <0.056 n-Butylbenzenemg/kg1.11.19663-150 <0.056 n-Propylbenzenemg/kg1.11.29870-146 <0.22 Naphthalenemg/kg1.10.927763-150 <0.056 p-Isopropyltoluenemg/kg1.11.210072-150 <0.056 sec-Butylbenzenemg/kg1.11.210266-150 <0.056 Styrenemg/kg1.11.08872-146 <0.056 tert-Butylbenzenemg/kg1.11.29971-148 <0.056 Tetrachloroethenemg/kg1.10.927870-150 <2.2 Tetrahydrofuranmg/kg11.99.07662-150 <0.056 Toluenemg/kg1.10.907565-142 <0.056 trans-1,2-Dichloroethenemg/kg1.10.776555-141 <0.056 trans-1,3-Dichloropropenemg/kg1.11.08657-147 <0.056 Trichloroethenemg/kg1.10.947962-150 <0.22 Trichlorofluoromethanemg/kg1.11.19351-150 <0.022 Vinyl chloridemg/kg1.10.847145-132 <0.17 Xylene (Total)mg/kg3.53.08575-140 1,2-Dichloroethane-d4 (S)%.9275-125 4-Bromofluorobenzene (S)%.10275-125 Toluene-d8 (S)%.10075-125 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 30 of 43 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 SAMPLE DUPLICATE:2929166 10431124001DupMax ParameterUnitsResultResultRPDRPDQualifiers <0.061 1,1,1,2-Tetrachloroethanemg/kg<0.05830 <0.061 1,1,1-Trichloroethanemg/kg<0.05830 <0.061 1,1,2,2-Tetrachloroethanemg/kg<0.05830 <0.061 1,1,2-Trichloroethanemg/kg<0.05830 <0.25 1,1,2-Trichlorotrifluoroethanemg/kg<0.2330 <0.061 1,1-Dichloroethanemg/kg<0.05830 <0.061 1,1-Dichloroethenemg/kg<0.05830 <0.061 1,1-Dichloropropenemg/kg<0.05830 <0.061 1,2,3-Trichlorobenzenemg/kg<0.05830 <0.25 1,2,3-Trichloropropanemg/kg<0.2330 <0.061 1,2,4-Trichlorobenzenemg/kg<0.05830 <0.061 1,2,4-Trimethylbenzenemg/kg<0.05830 <1.5 1,2-Dibromo-3-chloropropanemg/kg<1.430 <0.061 1,2-Dibromoethane (EDB)mg/kg<0.05830 <0.061 1,2-Dichlorobenzenemg/kg<0.05830 <0.061 1,2-Dichloroethanemg/kg<0.05830 <0.061 1,2-Dichloropropanemg/kg<0.05830 <0.061 1,3,5-Trimethylbenzenemg/kg<0.05830 <0.061 1,3-Dichlorobenzenemg/kg<0.05830 <0.061 1,3-Dichloropropanemg/kg<0.05830 <0.061 1,4-Dichlorobenzenemg/kg<0.05830 <0.25 2,2-Dichloropropanemg/kg<0.2330 <0.31 2-Butanone (MEK)mg/kg<0.2930 <0.061 2-Chlorotoluenemg/kg<0.05830 <0.061 4-Chlorotoluenemg/kg<0.05830 <0.31 4-Methyl-2-pentanone (MIBK)mg/kg<0.2930 <1.2 Acetonemg/kg<1.230 <0.25 Allyl chloridemg/kg<0.2330 <0.025 Benzenemg/kg<0.02330 <0.061 Bromobenzenemg/kg<0.05830 <0.061 Bromochloromethanemg/kg<0.05830 <0.061 Bromodichloromethanemg/kg<0.05830 <0.61 Bromoformmg/kg<0.5830 <0.61 Bromomethanemg/kg<0.5830 <0.061 Carbon tetrachloridemg/kg<0.05830 <0.061 Chlorobenzenemg/kg<0.05830 <0.61 Chloroethanemg/kg<0.5830 <0.061 Chloroformmg/kg<0.05830 <0.25 Chloromethanemg/kg<0.2330 <0.061 cis-1,2-Dichloroethenemg/kg<0.05830 <0.061 cis-1,3-Dichloropropenemg/kg<0.05830 <0.25 Dibromochloromethanemg/kg<0.2330 <0.061 Dibromomethanemg/kg<0.05830 <0.25 Dichlorodifluoromethanemg/kg<0.2330 <0.61 Dichlorofluoromethanemg/kg<0.5830 <0.25 Diethyl ether (Ethyl ether)mg/kg<0.2330 <0.061 Ethylbenzenemg/kg<0.05830 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 31 of 43 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 SAMPLE DUPLICATE:2929166 10431124001DupMax ParameterUnitsResultResultRPDRPDQualifiers <0.31 Hexachloro-1,3-butadienemg/kg<0.2930 <0.061 Isopropylbenzene (Cumene)mg/kg<0.05830 <0.061 Methyl-tert-butyl ethermg/kg<0.05830 <0.25 Methylene Chloridemg/kg<0.2330 <0.061 n-Butylbenzenemg/kg<0.05830 <0.061 n-Propylbenzenemg/kg<0.05830 <0.25 Naphthalenemg/kg<0.2330 <0.061 p-Isopropyltoluenemg/kg<0.05830 <0.061 sec-Butylbenzenemg/kg<0.05830 <0.061 Styrenemg/kg<0.05830 <0.061 tert-Butylbenzenemg/kg<0.05830 <0.061 Tetrachloroethenemg/kg<0.05830 <2.5 Tetrahydrofuranmg/kg<2.330 <0.061 Toluenemg/kg<0.05830 <0.061 trans-1,2-Dichloroethenemg/kg<0.05830 <0.061 trans-1,3-Dichloropropenemg/kg<0.05830 <0.061 Trichloroethenemg/kg<0.05830 <0.25 Trichlorofluoromethanemg/kg<0.2330 <0.025 Vinyl chloridemg/kg<0.02330 <0.18 Xylene (Total)mg/kg<0.1730 93 1,2-Dichloroethane-d4 (S)%.927 99 4-Bromofluorobenzene (S)%.995 98 Toluene-d8 (S)%.985 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 32 of 43 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 QC Batch:538671Analysis Method:EPA 8270D by SIM QC Batch Method:EPA 3550Analysis Description:8270D Solid PAH by SIM MSSV Associated Lab Samples:10431317001, 10431317002, 10431317003, 10431317004 METHOD BLANK:2928881Matrix:Solid Associated Lab Samples: 10431317001, 10431317002, 10431317003, 10431317004 BlankReporting ParameterUnitsResultLimitMDLAnalyzedQualifiers Acenaphthenemg/kg<0.0100.0100.0005905/17/18 10:13 Acenaphthylenemg/kg<0.0100.0100.0006505/17/18 10:13 Anthracenemg/kg<0.0100.0100.0005305/17/18 10:13 Benzo(a)anthracenemg/kg<0.0100.0100.001505/17/18 10:13 Benzo(a)pyrenemg/kg<0.0100.0100.001005/17/18 10:13 Benzo(b)fluoranthenemg/kg<0.0100.0100.0005605/17/18 10:13 Benzo(g,h,i)perylenemg/kg<0.0100.0100.0009405/17/18 10:13 Benzo(k)fluoranthenemg/kg<0.0100.0100.001205/17/18 10:13 Chrysenemg/kg<0.0100.0100.0003005/17/18 10:13 Dibenz(a,h)anthracenemg/kg<0.0100.0100.0004605/17/18 10:13 Fluoranthenemg/kg<0.0100.0100.0003105/17/18 10:13 Fluorenemg/kg<0.0100.0100.0002505/17/18 10:13 Indeno(1,2,3-cd)pyrenemg/kg<0.0100.0100.001005/17/18 10:13 Naphthalenemg/kg<0.0100.0100.001005/17/18 10:13 Phenanthrenemg/kg<0.0100.0100.001405/17/18 10:13 Pyrenemg/kg<0.0100.0100.0003505/17/18 10:13 2-Fluorobiphenyl (S)%.7742-12505/17/18 10:13 p-Terphenyl-d14 (S)%.9057-12505/17/18 10:13 LABORATORY CONTROL SAMPLE:2928882 SpikeLCSLCS% Rec ParameterUnitsConc.Result% RecLimitsQualifiers Acenaphthenemg/kg.0330.0216252-125 Acenaphthylenemg/kg.0330.0195750-125 Anthracenemg/kg.0330.0288365-125 Benzo(a)anthracenemg/kg.0330.0237060-125 Benzo(a)pyrenemg/kg.0330.0267969-125 Benzo(b)fluoranthenemg/kg.0330.0247261-125 Benzo(g,h,i)perylenemg/kg.0330.0267860-125 Benzo(k)fluoranthenemg/kg.0330.0267967-125 Chrysenemg/kg.0330.0278267-125 Dibenz(a,h)anthracenemg/kg.0330.0267963-125 Fluoranthenemg/kg.0330.0288375-125 Fluorenemg/kg.0330.0206154-125 Indeno(1,2,3-cd)pyrenemg/kg.0330.0278063-125 Naphthalenemg/kg.0330.0226549-125 Phenanthrenemg/kg.0330.0267765-125 Pyrenemg/kg.0330.0267764-125 2-Fluorobiphenyl (S)%.7042-125 p-Terphenyl-d14 (S)%.9057-125 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 33 of 43 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 MATRIX SPIKE & MATRIX SPIKE DUPLICATE:29289582928959 MSMSD 10431317003SpikeSpikeMSMSDMSMSD% RecMax ParameterUnitsResultConc.Conc.ResultResult% Rec% RecLimitsRPDRPDQual Acenaphthenemg/kg<0.011.037.0370.0230.023626230-125130 Acenaphthylenemg/kg<0.011.037.0370.0230.023626030-133230 Anthracenemg/kg<0.011.037.0370.0300.030808130-150130 Benzo(a)anthracenemg/kg<0.011.037.0370.0280.029747730-150430 Benzo(a)pyrenemg/kg<0.011.037.0370.0300.030798130-150230 Benzo(b)fluoranthenemg/kg<0.011.037.0370.0280.029757730-150230 Benzo(g,h,i)perylenemg/kg<0.011.037.0370.0290.030788030-150230 Benzo(k)fluoranthenemg/kg<0.011.037.0370.0250.026687030-150330 Chrysenemg/kg<0.011.037.0370.0290.030787930-150130 Dibenz(a,h)anthracenemg/kg<0.011.037.0370.0290.030788030-131330 Fluoranthenemg/kg<0.011.037.0370.0300.030818130-150030 Fluorenemg/kg<0.011.037.0370.0230.023616130-147130 Indeno(1,2,3-cd)pyrenemg/kg<0.011.037.0370.0300.030798030-150130 Naphthalenemg/kg<0.011.037.0370.0250.023666330-131530 Phenanthrenemg/kg<0.011.037.0370.0270.027727330-150230 Pyrenemg/kg<0.011.037.0370.0270.027727230-150030 2-Fluorobiphenyl (S)%.717042-125 p-Terphenyl-d14 (S)%.858757-125 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 34 of 43 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 QC Batch:538758Analysis Method:WI MOD DRO QC Batch Method:WI MOD DROAnalysis Description:WIDRO Solid GCV Associated Lab Samples:10431317001, 10431317002, 10431317003, 10431317004 METHOD BLANK:2929516Matrix:Solid Associated Lab Samples: 10431317001, 10431317002, 10431317003, 10431317004 BlankReporting ParameterUnitsResultLimitMDLAnalyzedQualifiers WDRO C10-C28mg/kg<10.010.02.005/17/18 09:21 n-Triacontane (S)%.9959-13305/17/18 09:21 LABORATORY CONTROL SAMPLE & LCSD:29295182929519 SpikeLCSLCSDLCSLCSD% RecMax ParameterUnitsConc.ResultResult% Rec% RecLimitsRPDRPDQualifiers WDRO C10-C28mg/kg8069.178.6869854-1251320 n-Triacontane (S)%.989859-133 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 35 of 43 #=QL# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALIFIERS Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit. MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. BATCH QUALIFIERS Batch: 539272 \[M5\]A matrix spike/matrix spike duplicate was not performed for this batch due to insufficient sample volume. ANALYTE QUALIFIERS The sample was re-weighed into a new container because the sample weight in the original container exceeded the D5 method specifications. Analyte recovery in the laboratory control sample (LCS) exceeded QC limits. Analyte presence below reporting limits in L3 associated samples. M0Matrix spike recovery and/or matrix spike duplicate recovery was outside laboratory control limits. M1Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery. The reporting limit has been raised in accordance with Minnesota Statutes 4740.2100 Subpart 8. C, D. Reporting Limit MN Evaluation Rule. Matrix spike recovery was outside laboratory control limits due to a parent sample concentration notably higher than the P6 spike level. R1RPD value was outside control limits. T6High boiling point hydrocarbons are present in the sample. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 36 of 43 #=CR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA CROSS REFERENCE TABLE Project:MP185083 City of Shakopee Parc Pace Project No.:10431317 Analytical Lab IDSample IDQC Batch MethodQC BatchAnalytical MethodBatch 10431317001B-2WI MOD DRO538758WI MOD DRO538929 10431317002B-3WI MOD DRO538758WI MOD DRO538929 10431317003HA-1WI MOD DRO538758WI MOD DRO538929 10431317004HA-2WI MOD DRO538758WI MOD DRO538929 10431317001B-2EPA 5030 Medium Soil539093WI MOD GRO539272 10431317002B-3EPA 5030 Medium Soil539093WI MOD GRO539272 10431317003HA-1EPA 5030 Medium Soil539093WI MOD GRO539272 10431317004HA-2EPA 5030 Medium Soil539093WI MOD GRO539272 10431317005TRIP BLANKEPA 5030 Medium Soil539093WI MOD GRO539272 10431317001B-2EPA 3050538531EPA 6010D538696 10431317002B-3EPA 3050538531EPA 6010D538696 10431317003HA-1EPA 3050538531EPA 6010D538696 10431317004HA-2EPA 3050538531EPA 6010D538696 10431317001B-2EPA 3050538529EPA 6020B539753 10431317002B-3EPA 3050538529EPA 6020B539753 10431317003HA-1EPA 3050538529EPA 6020B539753 10431317004HA-2EPA 3050538529EPA 6020B539753 10431317001B-2EPA 7471B538765EPA 7471B539043 10431317002B-3EPA 7471B538765EPA 7471B539043 10431317003HA-1EPA 7471B538765EPA 7471B539043 10431317004HA-2EPA 7471B538765EPA 7471B539043 10431317001B-2ASTM D2974538903 10431317002B-3ASTM D2974538903 10431317003HA-1ASTM D2974538903 10431317004HA-2ASTM D2974538903 10431317001B-2EPA 3550538671EPA 8270D by SIM538948 10431317002B-3EPA 3550538671EPA 8270D by SIM538948 10431317003HA-1EPA 3550538671EPA 8270D by SIM538948 10431317004HA-2EPA 3550538671EPA 8270D by SIM538948 10431317001B-2EPA 5035/5030B538721EPA 8260B539988 10431317002B-3EPA 5035/5030B538721EPA 8260B539988 10431317003HA-1EPA 5035/5030B538721EPA 8260B539988 10431317004HA-2EPA 5035/5030B538721EPA 8260B539988 10431317005TRIP BLANKEPA 5035/5030B538721EPA 8260B539988 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/24/2018 01:42 PM without the written consent of Pace Analytical Services, LLC. Page 37 of 43 Page 38 of 43 6027029 Page 39 of 43 Page 40 of 43 Page 41 of 43 Page 42 of 43 Page 43 of 43 #=CL# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 LIMS USE: FR - ERIC STOMMES LIMS OBJECT ID: 10431263 May 21, 2018 Eric Stommes Liesch Associates, Inc. 13400 15th Ave. N. Minneapolis, MN 55441 RE:Project: MP185083 City of Shakopee Air Pace Project No.:10431263 Dear Eric Stommes: Enclosed are the analytical results for sample(s) received by the laboratory on May 15, 2018. The results relate only to the samples included in this report. Results reported herein conform to the most current, applicable TNI/NELAC standards and the laboratory's Quality Assurance Manual, where applicable, unless otherwise noted in the body of the report. If you have any questions concerning this report, please feel free to contact me. Sincerely, Amanda Albrecht amanda.albrecht@pacelabs.com (612)607-6382 Project Manager Enclosures cc:Jocelyn Blase, Liesch-A Terracon Company REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 1 of 47 #=CP# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 CERTIFICATIONS Project:MP185083 City of Shakopee Air Pace Project No.:10431263 Minnesota Certification IDs 1700 Elm Street SE, Suite 200, Minneapolis, MN 55414- Michigan Certification #: 9909 2485 Minnesota Certification #: 027-053-137 A2LA Certification #: 2926.01 Mississippi Certification #: MN00064 Alabama Certification #: 40770 Montana Certification #: CERT0092 Alaska Contaminated Sites Certification #: 17-009 Nebraska Certification #: NE-OS-18-06 Alaska DW Certification #: MN00064 Nevada Certification #: MN00064 Arizona Certification #: AZ0014 New Hampshire Certification #: 2081 Arkansas Certification #: 88-0680 New Jersey Certification #: MN002 California Certification #: 2929 New York Certification #: 11647 CNMI Saipan Certification #:MP0003 North Carolina DW Certification #: 27700 Colorado Certification #: MN00064 North Carolina WW Certification #: 530 Connecticut Certification #: PH-0256 North Dakota Certification #: R-036 EPA Region 8+Wyoming DW Certification #: via MN 027- Ohio DW Certification #: 41244 053-137 Ohio VAP Certification #: CL101 Florida Certification #: E87605 Oklahoma Certification #: 9507 Georgia Certification #: 959 Oregon NwTPH Certification #: MN300001 Guam EPA Certification #: MN00064 Oregon Secondary Certification #: MN200001 Hawaii Certification #: MN00064 Pennsylvania Certification #: 68-00563 Idaho Certification #: MN00064 Puerto Rico Certification #: MN00064 Illinois Certification #: 200011 South Carolina Certification #:74003001 Indiana Certification #: C-MN-01 Tennessee Certification #: TN02818 Iowa Certification #: 368 Texas Certification #: T104704192 Kansas Certification #: E-10167 Utah Certification #: MN00064 Kentucky DW Certification #: 90062 Virginia Certification #: 460163 Kentucky WW Certification #: 90062 Washington Certification #: C486 Louisiana DEQ Certification #: 03086 West Virginia DW Certification #: 9952 C Louisiana DW Certification #: MN00064 West Virginia DEP Certification #: 382 Maine Certification #: MN00064 Wisconsin Certification #: 999407970 Maryland Certification #: 322 Massachusetts Certification #: M-MN064 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 2 of 47 #=SS# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 SAMPLE SUMMARY Project:MP185083 City of Shakopee Air Pace Project No.:10431263 Lab IDSample IDMatrixDate CollectedDate Received 10431263001SV-1Air05/15/18 11:1505/15/18 14:48 10431263002SV-2Air05/15/18 12:3405/15/18 14:48 10431263003SV-3Air05/15/18 13:0705/15/18 14:48 10431263004SV-4Air05/15/18 13:2705/15/18 14:48 10431263005SV-5Air05/15/18 13:5205/15/18 14:48 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 3 of 47 #=SA# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 SAMPLE ANALYTE COUNT Project:MP185083 City of Shakopee Air Pace Project No.:10431263 Analytes Lab IDReported Sample IDMethodAnalysts 10431263001SV-1TO-15MG261 10431263002SV-2TO-15MG261 10431263003SV-3TO-15MG261 10431263004SV-4TO-15MG261 10431263005SV-5TO-15MG261 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 4 of 47 #=HO# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 SUMMARY OF DETECTION Project:MP185083 City of Shakopee Air Pace Project No.:10431263 Lab Sample ID Client Sample ID MethodParametersResultReport Limit UnitsAnalyzedQualifiers 10431263001SV-1 TO-15Acetone135ug/m35.905/19/18 00:04 TO-15Benzene13.7ug/m30.8005/19/18 00:04 TO-152-Butanone (MEK)184ug/m37.405/19/18 00:04 TO-15Carbon disulfide3.8ug/m31.605/19/18 00:04 TO-15Chloromethane2.7ug/m31.005/19/18 00:04 TO-151,3-Dichlorobenzene3.5ug/m33.005/19/18 00:04 TO-15Dichlorodifluoromethane3.8ug/m32.505/19/18 00:04 TO-15Ethanol38.8ug/m32.305/19/18 00:04 TO-15Ethylbenzene2.2ug/m32.205/19/18 00:04 TO-15n-Hexane9.7ug/m31.805/19/18 00:04 TO-152-Hexanone11.8ug/m310.205/19/18 00:04 TO-15Methylene Chloride19.6ug/m38.605/19/18 00:04 TO-152-Propanol11.6ug/m36.105/19/18 00:04 TO-15Propylene139ug/m30.8605/19/18 00:04 TO-15Tetrachloroethene2.0ug/m31.705/19/18 00:04 TO-15Tetrahydrofuran5.1ug/m31.505/19/18 00:04 TO-15Toluene13.5ug/m31.905/19/18 00:04 TO-15Trichlorofluoromethane3.3ug/m32.805/19/18 00:04 10431263002SV-2 TO-15Acetone172ug/m36.005/19/18 00:39 TO-15Benzene16.8ug/m30.8205/19/18 00:39 TO-152-Butanone (MEK)39.9ug/m37.505/19/18 00:39 TO-15Carbon disulfide2.9ug/m31.605/19/18 00:39 TO-15Chloromethane1.4ug/m31.105/19/18 00:39 TO-15Cyclohexane3.8ug/m31.805/19/18 00:39 TO-151,3-Dichlorobenzene8.7ug/m33.105/19/18 00:39 TO-15Dichlorodifluoromethane3.1ug/m32.505/19/18 00:39 TO-15Ethanol55.5ug/m32.405/19/18 00:39 TO-15Ethylbenzene8.5ug/m32.205/19/18 00:39 TO-15n-Hexane7.5ug/m31.805/19/18 00:39 TO-15Methylene Chloride13.2ug/m38.905/19/18 00:39 TO-15Naphthalene136ug/m36.705/19/18 00:39 TO-152-Propanol18.8ug/m36.305/19/18 00:39 TO-15Propylene147ug/m30.8805/19/18 00:39 TO-15Tetrachloroethene2.7ug/m31.705/19/18 00:39 TO-15Tetrahydrofuran11.5ug/m31.505/19/18 00:39 TO-15Toluene19.1ug/m31.905/19/18 00:39 TO-151,2,4-Trimethylbenzene4.9ug/m32.505/19/18 00:39 TO-15m&p-Xylene16.4ug/m34.405/19/18 00:39 TO-15o-Xylene5.1ug/m32.205/19/18 00:39 10431263003SV-3 TO-15Acetone297ug/m37.305/19/18 01:15 TO-15Benzene2.9ug/m30.9805/19/18 01:15 TO-152-Butanone (MEK)29.0ug/m39.105/19/18 01:15 TO-151,3-Dichlorobenzene7.2ug/m33.705/19/18 01:15 TO-15Dichlorodifluoromethane6.1ug/m33.105/19/18 01:15 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 5 of 47 #=HO# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 SUMMARY OF DETECTION Project:MP185083 City of Shakopee Air Pace Project No.:10431263 Lab Sample ID Client Sample ID MethodParametersResultReport Limit UnitsAnalyzedQualifiers 10431263003SV-3 TO-15Ethanol70.0ug/m32.905/19/18 01:15 TO-15Ethylbenzene22.1ug/m32.705/19/18 01:15 TO-154-Ethyltoluene3.6ug/m33.005/19/18 01:15 TO-15n-Hexane21.4ug/m32.205/19/18 01:15 TO-15Methylene Chloride280ug/m310.705/19/18 01:15 TO-15Naphthalene51.6ug/m38.005/19/18 01:15 TO-152-Propanol12.8ug/m37.605/19/18 01:15 TO-15Propylene17.1ug/m31.105/19/18 01:15 TO-15Tetrachloroethene45.7ug/m32.105/19/18 01:15 TO-15Tetrahydrofuran2.7ug/m31.805/19/18 01:15 TO-15Toluene24.6ug/m32.305/19/18 01:15 TO-151,2,4-Trimethylbenzene9.2ug/m33.005/19/18 01:15 TO-151,3,5-Trimethylbenzene3.9ug/m33.005/19/18 01:15 TO-15m&p-Xylene41.5ug/m35.305/19/18 01:15 TO-15o-Xylene11.6ug/m32.705/19/18 01:15 10431263004SV-4 TO-15Acetone593ug/m35.705/19/18 01:50 TO-15Benzene11.7ug/m30.7705/19/18 01:50 TO-152-Butanone (MEK)57.4ug/m37.105/19/18 01:50 TO-15Carbon disulfide7.4ug/m31.505/19/18 01:50 TO-15Chloromethane6.4ug/m31.005/19/18 01:50 TO-151,3-Dichlorobenzene9.5ug/m32.905/19/18 01:50 TO-15Dichlorodifluoromethane6.2ug/m32.405/19/18 01:50 TO-15Ethanol37.5ug/m32.305/19/18 01:50 TO-15Ethylbenzene13.5ug/m32.105/19/18 01:50 TO-154-Ethyltoluene2.8ug/m32.405/19/18 01:50 TO-15n-Heptane21.5ug/m32.005/19/18 01:50 TO-15n-Hexane37.8ug/m31.705/19/18 01:50 TO-15Methylene Chloride14.2ug/m38.405/19/18 01:50 TO-15Naphthalene85.3ug/m36.305/19/18 01:50 TO-15Propylene399ug/m30.8305/19/18 01:50E TO-15Tetrachloroethene7.9ug/m31.605/19/18 01:50 TO-15Tetrahydrofuran4.3ug/m31.405/19/18 01:50 TO-15Toluene22.3ug/m31.805/19/18 01:50 TO-15Trichlorofluoromethane6.2ug/m32.705/19/18 01:50 TO-151,2,4-Trimethylbenzene7.0ug/m32.405/19/18 01:50 TO-151,3,5-Trimethylbenzene2.9ug/m32.405/19/18 01:50 TO-15m&p-Xylene25.6ug/m34.205/19/18 01:50 TO-15o-Xylene7.6ug/m32.105/19/18 01:50 10431263005SV-5 TO-15Acetone438ug/m35.805/19/18 02:26 TO-15Benzene45.6ug/m30.7805/19/18 02:26 TO-152-Butanone (MEK)46.6ug/m37.205/19/18 02:26 TO-15Carbon disulfide21.2ug/m31.505/19/18 02:26 TO-15Chloromethane9.5ug/m31.005/19/18 02:26 TO-15Cyclohexane134ug/m31.705/19/18 02:26 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 6 of 47 #=HO# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 SUMMARY OF DETECTION Project:MP185083 City of Shakopee Air Pace Project No.:10431263 Lab Sample ID Client Sample ID MethodParametersResultReport Limit UnitsAnalyzedQualifiers 10431263005SV-5 TO-151,3-Dichlorobenzene11.4ug/m32.905/19/18 02:26 TO-15Dichlorodifluoromethane3.4ug/m32.405/19/18 02:26 TO-15Ethanol48.7ug/m32.305/19/18 02:26 TO-15Ethylbenzene20.3ug/m32.105/19/18 02:26 TO-154-Ethyltoluene3.0ug/m32.405/19/18 02:26 TO-15n-Heptane60.4ug/m32.005/19/18 02:26 TO-15n-Hexane119ug/m31.705/19/18 02:26 TO-15Methylene Chloride16.5ug/m38.505/19/18 02:26 TO-15Naphthalene49.2ug/m36.405/19/18 02:26 TO-152-Propanol16.7ug/m36.005/19/18 02:26 TO-15Propylene687ug/m30.8405/19/18 02:26E TO-15Tetrachloroethene13.1ug/m31.705/19/18 02:26 TO-15Tetrahydrofuran4.6ug/m31.405/19/18 02:26 TO-15Toluene54.7ug/m31.805/19/18 02:26 TO-151,2,4-Trimethylbenzene7.0ug/m32.405/19/18 02:26 TO-151,3,5-Trimethylbenzene3.3ug/m32.405/19/18 02:26 TO-15m&p-Xylene37.0ug/m34.305/19/18 02:26 TO-15o-Xylene12.6ug/m32.105/19/18 02:26 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 7 of 47 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Air Pace Project No.:10431263 Sample:SV-1Lab ID:10431263001Collected:05/15/18 11:15Received:05/15/18 14:48Matrix:Air ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: TO-15 TO15 MSV AIR Acetone135ug/m35.93.72.4505/19/18 00:0467-64-1 Benzene13.7ug/m30.800.372.4505/19/18 00:0471-43-2 Benzyl chloride<6.4ug/m36.40.582.4505/19/18 00:04100-44-7 Bromodichloromethane<3.3ug/m33.30.872.4505/19/18 00:0475-27-4 Bromoform<5.1ug/m35.11.72.4505/19/18 00:0475-25-2 Bromomethane<1.9ug/m31.90.512.4505/19/18 00:0474-83-9 1,3-Butadiene<1.1ug/m31.10.502.4505/19/18 00:04106-99-0 2-Butanone (MEK)184ug/m37.40.502.4505/19/18 00:0478-93-3 Carbon disulfide3.8ug/m31.60.442.4505/19/18 00:0475-15-0 Carbon tetrachloride<1.6ug/m31.60.782.4505/19/18 00:0456-23-5 Chlorobenzene<2.3ug/m32.30.442.4505/19/18 00:04108-90-7 Chloroethane<1.3ug/m31.30.502.4505/19/18 00:0475-00-3 Chloroform<1.2ug/m31.20.572.4505/19/18 00:0467-66-3 Chloromethane2.7ug/m31.00.332.4505/19/18 00:0474-87-3 Cyclohexane<1.7ug/m31.70.562.4505/19/18 00:04110-82-7 Dibromochloromethane<4.2ug/m34.21.12.4505/19/18 00:04124-48-1 1,2-Dibromoethane (EDB)<3.8ug/m33.80.822.4505/19/18 00:04106-93-4 1,2-Dichlorobenzene<3.0ug/m33.00.802.4505/19/18 00:0495-50-1 1,3-Dichlorobenzene3.5ug/m33.01.12.4505/19/18 00:04541-73-1 1,4-Dichlorobenzene<3.0ug/m33.00.542.4505/19/18 00:04106-46-7 Dichlorodifluoromethane3.8ug/m32.51.02.4505/19/18 00:0475-71-8 1,1-Dichloroethane<2.0ug/m32.00.522.4505/19/18 00:0475-34-3 1,2-Dichloroethane<1.0ug/m31.00.492.4505/19/18 00:04107-06-2 1,1-Dichloroethene<2.0ug/m32.00.582.4505/19/18 00:0475-35-4 cis-1,2-Dichloroethene<2.0ug/m32.00.842.4505/19/18 00:04156-59-2 trans-1,2-Dichloroethene<2.0ug/m32.00.722.4505/19/18 00:04156-60-5 1,2-Dichloropropane<2.3ug/m32.30.752.4505/19/18 00:0478-87-5 cis-1,3-Dichloropropene<2.3ug/m32.30.602.4505/19/18 00:0410061-01-5 trans-1,3-Dichloropropene<2.3ug/m32.31.02.4505/19/18 00:0410061-02-6 Dichlorotetrafluoroethane<3.5ug/m33.51.12.4505/19/18 00:0476-14-2 Ethanol38.8ug/m32.31.12.4505/19/18 00:0464-17-5 Ethyl acetate<1.8ug/m31.80.482.4505/19/18 00:04141-78-6 Ethylbenzene2.2ug/m32.20.422.4505/19/18 00:04100-41-4 4-Ethyltoluene<2.4ug/m32.40.522.4505/19/18 00:04622-96-8 n-Heptane<2.0ug/m32.00.512.4505/19/18 00:04142-82-5 Hexachloro-1,3-butadiene<5.3ug/m35.32.12.4505/19/18 00:0487-68-3 n-Hexane9.7ug/m31.80.822.4505/19/18 00:04110-54-3 2-Hexanone11.8ug/m310.21.52.4505/19/18 00:04591-78-6 Methylene Chloride19.6ug/m38.63.72.4505/19/18 00:0475-09-2 4-Methyl-2-pentanone (MIBK)<10.2ug/m310.20.872.4505/19/18 00:04108-10-1 Methyl-tert-butyl ether<9.0ug/m39.01.62.4505/19/18 00:041634-04-4 Naphthalene<6.5ug/m36.51.52.4505/19/18 00:0491-20-3 2-Propanol11.6ug/m36.13.12.4505/19/18 00:0467-63-0 Propylene139ug/m30.860.382.4505/19/18 00:04115-07-1 Styrene<2.1ug/m32.10.412.4505/19/18 00:04100-42-5 1,1,2,2-Tetrachloroethane<1.7ug/m31.70.712.4505/19/18 00:0479-34-5 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/21/2018 02:21 PM without the written consent of Pace Analytical Services, LLC. Page 8 of 47 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Air Pace Project No.:10431263 Sample:SV-1Lab ID:10431263001Collected:05/15/18 11:15Received:05/15/18 14:48Matrix:Air ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: TO-15 TO15 MSV AIR Tetrachloroethene2.0ug/m31.70.702.4505/19/18 00:04127-18-4 Tetrahydrofuran5.1ug/m31.50.672.4505/19/18 00:04109-99-9 Toluene13.5ug/m31.90.392.4505/19/18 00:04108-88-3 1,2,4-Trichlorobenzene<9.2ug/m39.22.32.4505/19/18 00:04120-82-1 1,1,1-Trichloroethane<2.7ug/m32.70.842.4505/19/18 00:0471-55-6 1,1,2-Trichloroethane<1.4ug/m31.40.552.4505/19/18 00:0479-00-5 Trichloroethene<1.3ug/m31.30.662.4505/19/18 00:0479-01-6 Trichlorofluoromethane3.3ug/m32.81.02.4505/19/18 00:0475-69-4 1,1,2-Trichlorotrifluoroethane<3.8ug/m33.80.902.4505/19/18 00:0476-13-1 1,2,4-Trimethylbenzene<2.4ug/m32.40.422.4505/19/18 00:0495-63-6 1,3,5-Trimethylbenzene<2.4ug/m32.41.02.4505/19/18 00:04108-67-8 Vinyl acetate<1.8ug/m31.80.412.4505/19/18 00:04108-05-4 Vinyl chloride<0.64ug/m30.640.312.4505/19/18 00:0475-01-4 m&p-Xylene<4.3ug/m34.30.862.4505/19/18 00:04179601-23-1 o-Xylene<2.2ug/m32.20.912.4505/19/18 00:0495-47-6 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/21/2018 02:21 PM without the written consent of Pace Analytical Services, LLC. Page 9 of 47 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Air Pace Project No.:10431263 Sample:SV-2Lab ID:10431263002Collected:05/15/18 12:34Received:05/15/18 14:48Matrix:Air ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: TO-15 TO15 MSV AIR Acetone172ug/m36.03.82.5105/19/18 00:3967-64-1 Benzene16.8ug/m30.820.382.5105/19/18 00:3971-43-2 Benzyl chloride<6.6ug/m36.60.592.5105/19/18 00:39100-44-7 Bromodichloromethane<3.4ug/m33.40.892.5105/19/18 00:3975-27-4 Bromoform<5.3ug/m35.31.72.5105/19/18 00:3975-25-2 Bromomethane<2.0ug/m32.00.522.5105/19/18 00:3974-83-9 1,3-Butadiene<1.1ug/m31.10.522.5105/19/18 00:39106-99-0 2-Butanone (MEK)39.9ug/m37.50.512.5105/19/18 00:3978-93-3 Carbon disulfide2.9ug/m31.60.452.5105/19/18 00:3975-15-0 Carbon tetrachloride<1.6ug/m31.60.802.5105/19/18 00:3956-23-5 Chlorobenzene<2.3ug/m32.30.452.5105/19/18 00:39108-90-7 Chloroethane<1.3ug/m31.30.512.5105/19/18 00:3975-00-3 Chloroform<1.2ug/m31.20.582.5105/19/18 00:3967-66-3 Chloromethane1.4ug/m31.10.342.5105/19/18 00:3974-87-3 Cyclohexane3.8ug/m31.80.572.5105/19/18 00:39110-82-7 Dibromochloromethane<4.3ug/m34.31.12.5105/19/18 00:39124-48-1 1,2-Dibromoethane (EDB)<3.9ug/m33.90.842.5105/19/18 00:39106-93-4 1,2-Dichlorobenzene<3.1ug/m33.10.822.5105/19/18 00:3995-50-1 1,3-Dichlorobenzene8.7ug/m33.11.22.5105/19/18 00:39541-73-1 1,4-Dichlorobenzene<3.1ug/m33.10.552.5105/19/18 00:39106-46-7 Dichlorodifluoromethane3.1ug/m32.51.02.5105/19/18 00:3975-71-8 1,1-Dichloroethane<2.1ug/m32.10.532.5105/19/18 00:3975-34-3 1,2-Dichloroethane<1.0ug/m31.00.502.5105/19/18 00:39107-06-2 1,1-Dichloroethene<2.0ug/m32.00.592.5105/19/18 00:3975-35-4 cis-1,2-Dichloroethene<2.0ug/m32.00.862.5105/19/18 00:39156-59-2 trans-1,2-Dichloroethene<2.0ug/m32.00.742.5105/19/18 00:39156-60-5 1,2-Dichloropropane<2.4ug/m32.40.772.5105/19/18 00:3978-87-5 cis-1,3-Dichloropropene<2.3ug/m32.30.612.5105/19/18 00:3910061-01-5 trans-1,3-Dichloropropene<2.3ug/m32.31.12.5105/19/18 00:3910061-02-6 Dichlorotetrafluoroethane<3.6ug/m33.61.12.5105/19/18 00:3976-14-2 Ethanol55.5ug/m32.41.22.5105/19/18 00:3964-17-5 Ethyl acetate<1.8ug/m31.80.492.5105/19/18 00:39141-78-6 Ethylbenzene8.5ug/m32.20.432.5105/19/18 00:39100-41-4 4-Ethyltoluene<2.5ug/m32.50.542.5105/19/18 00:39622-96-8 n-Heptane<2.1ug/m32.10.532.5105/19/18 00:39142-82-5 Hexachloro-1,3-butadiene<5.4ug/m35.42.22.5105/19/18 00:3987-68-3 n-Hexane7.5ug/m31.80.842.5105/19/18 00:39110-54-3 2-Hexanone<10.4ug/m310.41.52.5105/19/18 00:39591-78-6 Methylene Chloride13.2ug/m38.93.82.5105/19/18 00:3975-09-2 4-Methyl-2-pentanone (MIBK)<10.4ug/m310.40.892.5105/19/18 00:39108-10-1 Methyl-tert-butyl ether<9.2ug/m39.21.72.5105/19/18 00:391634-04-4 Naphthalene136ug/m36.71.52.5105/19/18 00:3991-20-3 2-Propanol18.8ug/m36.33.12.5105/19/18 00:3967-63-0 Propylene147ug/m30.880.392.5105/19/18 00:39115-07-1 Styrene<2.2ug/m32.20.422.5105/19/18 00:39100-42-5 1,1,2,2-Tetrachloroethane<1.8ug/m31.80.732.5105/19/18 00:3979-34-5 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/21/2018 02:21 PM without the written consent of Pace Analytical Services, LLC. Page 10 of 47 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Air Pace Project No.:10431263 Sample:SV-2Lab ID:10431263002Collected:05/15/18 12:34Received:05/15/18 14:48Matrix:Air ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: TO-15 TO15 MSV AIR Tetrachloroethene2.7ug/m31.70.722.5105/19/18 00:39127-18-4 Tetrahydrofuran11.5ug/m31.50.692.5105/19/18 00:39109-99-9 Toluene19.1ug/m31.90.402.5105/19/18 00:39108-88-3 1,2,4-Trichlorobenzene<9.5ug/m39.52.42.5105/19/18 00:39120-82-1 1,1,1-Trichloroethane<2.8ug/m32.80.862.5105/19/18 00:3971-55-6 1,1,2-Trichloroethane<1.4ug/m31.40.562.5105/19/18 00:3979-00-5 Trichloroethene<1.4ug/m31.40.672.5105/19/18 00:3979-01-6 Trichlorofluoromethane<2.9ug/m32.91.02.5105/19/18 00:3975-69-4 1,1,2-Trichlorotrifluoroethane<3.9ug/m33.90.932.5105/19/18 00:3976-13-1 1,2,4-Trimethylbenzene4.9ug/m32.50.432.5105/19/18 00:3995-63-6 1,3,5-Trimethylbenzene<2.5ug/m32.51.02.5105/19/18 00:39108-67-8 Vinyl acetate<1.8ug/m31.80.422.5105/19/18 00:39108-05-4 Vinyl chloride<0.65ug/m30.650.322.5105/19/18 00:3975-01-4 m&p-Xylene16.4ug/m34.40.882.5105/19/18 00:39179601-23-1 o-Xylene5.1ug/m32.20.932.5105/19/18 00:3995-47-6 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/21/2018 02:21 PM without the written consent of Pace Analytical Services, LLC. Page 11 of 47 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Air Pace Project No.:10431263 Sample:SV-3Lab ID:10431263003Collected:05/15/18 13:07Received:05/15/18 14:48Matrix:Air ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: TO-15 TO15 MSV AIR Acetone297ug/m37.34.53.0205/19/18 01:1567-64-1 Benzene2.9ug/m30.980.463.0205/19/18 01:1571-43-2 Benzyl chloride<7.9ug/m37.90.713.0205/19/18 01:15100-44-7 Bromodichloromethane<4.1ug/m34.11.13.0205/19/18 01:1575-27-4 Bromoform<6.3ug/m36.32.13.0205/19/18 01:1575-25-2 Bromomethane<2.4ug/m32.40.633.0205/19/18 01:1574-83-9 1,3-Butadiene<1.4ug/m31.40.623.0205/19/18 01:15106-99-0 2-Butanone (MEK)29.0ug/m39.10.613.0205/19/18 01:1578-93-3 Carbon disulfide<1.9ug/m31.90.543.0205/19/18 01:1575-15-0 Carbon tetrachloride<1.9ug/m31.90.963.0205/19/18 01:1556-23-5 Chlorobenzene<2.8ug/m32.80.543.0205/19/18 01:15108-90-7 Chloroethane<1.6ug/m31.60.623.0205/19/18 01:1575-00-3 Chloroform<1.5ug/m31.50.703.0205/19/18 01:1567-66-3 Chloromethane<1.3ug/m31.30.403.0205/19/18 01:1574-87-3 Cyclohexane<2.1ug/m32.10.693.0205/19/18 01:15110-82-7 Dibromochloromethane<5.2ug/m35.21.33.0205/19/18 01:15124-48-1 1,2-Dibromoethane (EDB)<4.7ug/m34.71.03.0205/19/18 01:15106-93-4 1,2-Dichlorobenzene<3.7ug/m33.70.983.0205/19/18 01:1595-50-1 1,3-Dichlorobenzene7.2ug/m33.71.43.0205/19/18 01:15541-73-1 1,4-Dichlorobenzene<3.7ug/m33.70.663.0205/19/18 01:15106-46-7 Dichlorodifluoromethane6.1ug/m33.11.33.0205/19/18 01:1575-71-8 1,1-Dichloroethane<2.5ug/m32.50.643.0205/19/18 01:1575-34-3 1,2-Dichloroethane<1.2ug/m31.20.603.0205/19/18 01:15107-06-2 1,1-Dichloroethene<2.4ug/m32.40.723.0205/19/18 01:1575-35-4 cis-1,2-Dichloroethene<2.4ug/m32.41.03.0205/19/18 01:15156-59-2 trans-1,2-Dichloroethene<2.4ug/m32.40.893.0205/19/18 01:15156-60-5 1,2-Dichloropropane<2.8ug/m32.80.923.0205/19/18 01:1578-87-5 cis-1,3-Dichloropropene<2.8ug/m32.80.743.0205/19/18 01:1510061-01-5 trans-1,3-Dichloropropene<2.8ug/m32.81.33.0205/19/18 01:1510061-02-6 Dichlorotetrafluoroethane<4.3ug/m34.31.33.0205/19/18 01:1576-14-2 Ethanol70.0ug/m32.91.43.0205/19/18 01:1564-17-5 Ethyl acetate<2.2ug/m32.20.593.0205/19/18 01:15141-78-6 Ethylbenzene22.1ug/m32.70.523.0205/19/18 01:15100-41-4 4-Ethyltoluene3.6ug/m33.00.653.0205/19/18 01:15622-96-8 n-Heptane<2.5ug/m32.50.633.0205/19/18 01:15142-82-5 Hexachloro-1,3-butadiene<6.6ug/m36.62.63.0205/19/18 01:1587-68-3 n-Hexane21.4ug/m32.21.03.0205/19/18 01:15110-54-3 2-Hexanone<12.6ug/m312.61.83.0205/19/18 01:15591-78-6 Methylene Chloride280ug/m310.74.63.0205/19/18 01:1575-09-2 4-Methyl-2-pentanone (MIBK)<12.6ug/m312.61.13.0205/19/18 01:15108-10-1 Methyl-tert-butyl ether<11.1ug/m311.12.03.0205/19/18 01:151634-04-4 Naphthalene51.6ug/m38.01.83.0205/19/18 01:1591-20-3 2-Propanol12.8ug/m37.63.83.0205/19/18 01:1567-63-0 Propylene17.1ug/m31.10.473.0205/19/18 01:15115-07-1 Styrene<2.6ug/m32.60.503.0205/19/18 01:15100-42-5 1,1,2,2-Tetrachloroethane<2.1ug/m32.10.883.0205/19/18 01:1579-34-5 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/21/2018 02:21 PM without the written consent of Pace Analytical Services, LLC. Page 12 of 47 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Air Pace Project No.:10431263 Sample:SV-3Lab ID:10431263003Collected:05/15/18 13:07Received:05/15/18 14:48Matrix:Air ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: TO-15 TO15 MSV AIR Tetrachloroethene45.7ug/m32.10.873.0205/19/18 01:15127-18-4 Tetrahydrofuran2.7ug/m31.80.833.0205/19/18 01:15109-99-9 Toluene24.6ug/m32.30.483.0205/19/18 01:15108-88-3 1,2,4-Trichlorobenzene<11.4ug/m311.42.93.0205/19/18 01:15120-82-1 1,1,1-Trichloroethane<3.4ug/m33.41.03.0205/19/18 01:1571-55-6 1,1,2-Trichloroethane<1.7ug/m31.70.683.0205/19/18 01:1579-00-5 Trichloroethene<1.6ug/m31.60.813.0205/19/18 01:1579-01-6 Trichlorofluoromethane<3.4ug/m33.41.33.0205/19/18 01:1575-69-4 1,1,2-Trichlorotrifluoroethane<4.7ug/m34.71.13.0205/19/18 01:1576-13-1 1,2,4-Trimethylbenzene9.2ug/m33.00.523.0205/19/18 01:1595-63-6 1,3,5-Trimethylbenzene3.9ug/m33.01.23.0205/19/18 01:15108-67-8 Vinyl acetate<2.2ug/m32.20.503.0205/19/18 01:15108-05-4 Vinyl chloride<0.79ug/m30.790.383.0205/19/18 01:1575-01-4 m&p-Xylene41.5ug/m35.31.13.0205/19/18 01:15179601-23-1 o-Xylene11.6ug/m32.71.13.0205/19/18 01:1595-47-6 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/21/2018 02:21 PM without the written consent of Pace Analytical Services, LLC. Page 13 of 47 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Air Pace Project No.:10431263 Sample:SV-4Lab ID:10431263004Collected:05/15/18 13:27Received:05/15/18 14:48Matrix:Air ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: TO-15 TO15 MSV AIR Acetone593ug/m35.73.62.3805/19/18 01:5067-64-1 Benzene11.7ug/m30.770.362.3805/19/18 01:5071-43-2 Benzyl chloride<6.3ug/m36.30.562.3805/19/18 01:50100-44-7 Bromodichloromethane<3.2ug/m33.20.852.3805/19/18 01:5075-27-4 Bromoform<5.0ug/m35.01.62.3805/19/18 01:5075-25-2 Bromomethane<1.9ug/m31.90.502.3805/19/18 01:5074-83-9 1,3-Butadiene<1.1ug/m31.10.492.3805/19/18 01:50106-99-0 2-Butanone (MEK)57.4ug/m37.10.482.3805/19/18 01:5078-93-3 Carbon disulfide7.4ug/m31.50.432.3805/19/18 01:5075-15-0 Carbon tetrachloride<1.5ug/m31.50.762.3805/19/18 01:5056-23-5 Chlorobenzene<2.2ug/m32.20.432.3805/19/18 01:50108-90-7 Chloroethane<1.3ug/m31.30.492.3805/19/18 01:5075-00-3 Chloroform<1.2ug/m31.20.552.3805/19/18 01:5067-66-3 Chloromethane6.4ug/m31.00.322.3805/19/18 01:5074-87-3 Cyclohexane<1.7ug/m31.70.542.3805/19/18 01:50110-82-7 Dibromochloromethane<4.1ug/m34.11.12.3805/19/18 01:50124-48-1 1,2-Dibromoethane (EDB)<3.7ug/m33.70.792.3805/19/18 01:50106-93-4 1,2-Dichlorobenzene<2.9ug/m32.90.782.3805/19/18 01:5095-50-1 1,3-Dichlorobenzene9.5ug/m32.91.12.3805/19/18 01:50541-73-1 1,4-Dichlorobenzene<2.9ug/m32.90.522.3805/19/18 01:50106-46-7 Dichlorodifluoromethane6.2ug/m32.40.992.3805/19/18 01:5075-71-8 1,1-Dichloroethane<2.0ug/m32.00.502.3805/19/18 01:5075-34-3 1,2-Dichloroethane<0.98ug/m30.980.472.3805/19/18 01:50107-06-2 1,1-Dichloroethene<1.9ug/m31.90.562.3805/19/18 01:5075-35-4 cis-1,2-Dichloroethene<1.9ug/m31.90.812.3805/19/18 01:50156-59-2 trans-1,2-Dichloroethene<1.9ug/m31.90.702.3805/19/18 01:50156-60-5 1,2-Dichloropropane<2.2ug/m32.20.732.3805/19/18 01:5078-87-5 cis-1,3-Dichloropropene<2.2ug/m32.20.582.3805/19/18 01:5010061-01-5 trans-1,3-Dichloropropene<2.2ug/m32.21.02.3805/19/18 01:5010061-02-6 Dichlorotetrafluoroethane<3.4ug/m33.41.12.3805/19/18 01:5076-14-2 Ethanol37.5ug/m32.31.12.3805/19/18 01:5064-17-5 Ethyl acetate<1.7ug/m31.70.472.3805/19/18 01:50141-78-6 Ethylbenzene13.5ug/m32.10.412.3805/19/18 01:50100-41-4 4-Ethyltoluene2.8ug/m32.40.512.3805/19/18 01:50622-96-8 n-Heptane21.5ug/m32.00.502.3805/19/18 01:50142-82-5 Hexachloro-1,3-butadiene<5.2ug/m35.22.12.3805/19/18 01:5087-68-3 n-Hexane37.8ug/m31.70.792.3805/19/18 01:50110-54-3 2-Hexanone<9.9ug/m39.91.52.3805/19/18 01:50591-78-6 Methylene Chloride14.2ug/m38.43.62.3805/19/18 01:5075-09-2 4-Methyl-2-pentanone (MIBK)<9.9ug/m39.90.852.3805/19/18 01:50108-10-1 Methyl-tert-butyl ether<8.7ug/m38.71.62.3805/19/18 01:501634-04-4 Naphthalene85.3ug/m36.31.42.3805/19/18 01:5091-20-3 2-Propanol<6.0ug/m36.03.02.3805/19/18 01:5067-63-0 Propylene399ug/m30.830.372.3805/19/18 01:50115-07-1E Styrene<2.1ug/m32.10.402.3805/19/18 01:50100-42-5 1,1,2,2-Tetrachloroethane<1.7ug/m31.70.692.3805/19/18 01:5079-34-5 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/21/2018 02:21 PM without the written consent of Pace Analytical Services, LLC. Page 14 of 47 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Air Pace Project No.:10431263 Sample:SV-4Lab ID:10431263004Collected:05/15/18 13:27Received:05/15/18 14:48Matrix:Air ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: TO-15 TO15 MSV AIR Tetrachloroethene7.9ug/m31.60.682.3805/19/18 01:50127-18-4 Tetrahydrofuran4.3ug/m31.40.652.3805/19/18 01:50109-99-9 Toluene22.3ug/m31.80.382.3805/19/18 01:50108-88-3 1,2,4-Trichlorobenzene<9.0ug/m39.02.32.3805/19/18 01:50120-82-1 1,1,1-Trichloroethane<2.6ug/m32.60.812.3805/19/18 01:5071-55-6 1,1,2-Trichloroethane<1.3ug/m31.30.542.3805/19/18 01:5079-00-5 Trichloroethene<1.3ug/m31.30.642.3805/19/18 01:5079-01-6 Trichlorofluoromethane6.2ug/m32.70.992.3805/19/18 01:5075-69-4 1,1,2-Trichlorotrifluoroethane<3.7ug/m33.70.882.3805/19/18 01:5076-13-1 1,2,4-Trimethylbenzene7.0ug/m32.40.412.3805/19/18 01:5095-63-6 1,3,5-Trimethylbenzene2.9ug/m32.40.982.3805/19/18 01:50108-67-8 Vinyl acetate<1.7ug/m31.70.402.3805/19/18 01:50108-05-4 Vinyl chloride<0.62ug/m30.620.302.3805/19/18 01:5075-01-4 m&p-Xylene25.6ug/m34.20.832.3805/19/18 01:50179601-23-1 o-Xylene7.6ug/m32.10.882.3805/19/18 01:5095-47-6 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/21/2018 02:21 PM without the written consent of Pace Analytical Services, LLC. Page 15 of 47 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Air Pace Project No.:10431263 Sample:SV-5Lab ID:10431263005Collected:05/15/18 13:52Received:05/15/18 14:48Matrix:Air ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: TO-15 TO15 MSV AIR Acetone438ug/m35.83.62.4105/19/18 02:2667-64-1 Benzene45.6ug/m30.780.362.4105/19/18 02:2671-43-2 Benzyl chloride<6.3ug/m36.30.572.4105/19/18 02:26100-44-7 Bromodichloromethane<3.3ug/m33.30.862.4105/19/18 02:2675-27-4 Bromoform<5.1ug/m35.11.72.4105/19/18 02:2675-25-2 Bromomethane<1.9ug/m31.90.502.4105/19/18 02:2674-83-9 1,3-Butadiene<1.1ug/m31.10.502.4105/19/18 02:26106-99-0 2-Butanone (MEK)46.6ug/m37.20.492.4105/19/18 02:2678-93-3 Carbon disulfide21.2ug/m31.50.432.4105/19/18 02:2675-15-0 Carbon tetrachloride<1.5ug/m31.50.772.4105/19/18 02:2656-23-5 Chlorobenzene<2.3ug/m32.30.432.4105/19/18 02:26108-90-7 Chloroethane<1.3ug/m31.30.492.4105/19/18 02:2675-00-3 Chloroform<1.2ug/m31.20.562.4105/19/18 02:2667-66-3 Chloromethane9.5ug/m31.00.322.4105/19/18 02:2674-87-3 Cyclohexane134ug/m31.70.552.4105/19/18 02:26110-82-7 Dibromochloromethane<4.2ug/m34.21.12.4105/19/18 02:26124-48-1 1,2-Dibromoethane (EDB)<3.8ug/m33.80.802.4105/19/18 02:26106-93-4 1,2-Dichlorobenzene<2.9ug/m32.90.792.4105/19/18 02:2695-50-1 1,3-Dichlorobenzene11.4ug/m32.91.12.4105/19/18 02:26541-73-1 1,4-Dichlorobenzene<2.9ug/m32.90.532.4105/19/18 02:26106-46-7 Dichlorodifluoromethane3.4ug/m32.41.02.4105/19/18 02:2675-71-8 1,1-Dichloroethane<2.0ug/m32.00.512.4105/19/18 02:2675-34-3 1,2-Dichloroethane<0.99ug/m30.990.482.4105/19/18 02:26107-06-2 1,1-Dichloroethene<1.9ug/m31.90.572.4105/19/18 02:2675-35-4 cis-1,2-Dichloroethene<1.9ug/m31.90.822.4105/19/18 02:26156-59-2 trans-1,2-Dichloroethene<1.9ug/m31.90.712.4105/19/18 02:26156-60-5 1,2-Dichloropropane<2.3ug/m32.30.742.4105/19/18 02:2678-87-5 cis-1,3-Dichloropropene<2.2ug/m32.20.592.4105/19/18 02:2610061-01-5 trans-1,3-Dichloropropene<2.2ug/m32.21.02.4105/19/18 02:2610061-02-6 Dichlorotetrafluoroethane<3.4ug/m33.41.12.4105/19/18 02:2676-14-2 Ethanol48.7ug/m32.31.12.4105/19/18 02:2664-17-5 Ethyl acetate<1.8ug/m31.80.472.4105/19/18 02:26141-78-6 Ethylbenzene20.3ug/m32.10.412.4105/19/18 02:26100-41-4 4-Ethyltoluene3.0ug/m32.40.522.4105/19/18 02:26622-96-8 n-Heptane60.4ug/m32.00.512.4105/19/18 02:26142-82-5 Hexachloro-1,3-butadiene<5.2ug/m35.22.12.4105/19/18 02:2687-68-3 n-Hexane119ug/m31.70.802.4105/19/18 02:26110-54-3 2-Hexanone<10.0ug/m310.01.52.4105/19/18 02:26591-78-6 Methylene Chloride16.5ug/m38.53.72.4105/19/18 02:2675-09-2 4-Methyl-2-pentanone (MIBK)<10.0ug/m310.00.862.4105/19/18 02:26108-10-1 Methyl-tert-butyl ether<8.8ug/m38.81.62.4105/19/18 02:261634-04-4 Naphthalene49.2ug/m36.41.42.4105/19/18 02:2691-20-3 2-Propanol16.7ug/m36.03.02.4105/19/18 02:2667-63-0 Propylene687ug/m30.840.382.4105/19/18 02:26115-07-1E Styrene<2.1ug/m32.10.402.4105/19/18 02:26100-42-5 1,1,2,2-Tetrachloroethane<1.7ug/m31.70.702.4105/19/18 02:2679-34-5 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/21/2018 02:21 PM without the written consent of Pace Analytical Services, LLC. Page 16 of 47 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:MP185083 City of Shakopee Air Pace Project No.:10431263 Sample:SV-5Lab ID:10431263005Collected:05/15/18 13:52Received:05/15/18 14:48Matrix:Air ParametersResultsUnitsPQLMDLDFPreparedAnalyzedCAS No.Qual Analytical Method: TO-15 TO15 MSV AIR Tetrachloroethene13.1ug/m31.70.692.4105/19/18 02:26127-18-4 Tetrahydrofuran4.6ug/m31.40.662.4105/19/18 02:26109-99-9 Toluene54.7ug/m31.80.382.4105/19/18 02:26108-88-3 1,2,4-Trichlorobenzene<9.1ug/m39.12.32.4105/19/18 02:26120-82-1 1,1,1-Trichloroethane<2.7ug/m32.70.822.4105/19/18 02:2671-55-6 1,1,2-Trichloroethane<1.3ug/m31.30.542.4105/19/18 02:2679-00-5 Trichloroethene<1.3ug/m31.30.652.4105/19/18 02:2679-01-6 Trichlorofluoromethane<2.7ug/m32.71.02.4105/19/18 02:2675-69-4 1,1,2-Trichlorotrifluoroethane<3.8ug/m33.80.892.4105/19/18 02:2676-13-1 1,2,4-Trimethylbenzene7.0ug/m32.40.412.4105/19/18 02:2695-63-6 1,3,5-Trimethylbenzene3.3ug/m32.40.992.4105/19/18 02:26108-67-8 Vinyl acetate<1.7ug/m31.70.402.4105/19/18 02:26108-05-4 Vinyl chloride<0.63ug/m30.630.302.4105/19/18 02:2675-01-4 m&p-Xylene37.0ug/m34.30.842.4105/19/18 02:26179601-23-1 o-Xylene12.6ug/m32.10.892.4105/19/18 02:2695-47-6 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/21/2018 02:21 PM without the written consent of Pace Analytical Services, LLC. Page 17 of 47 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Air Pace Project No.:10431263 QC Batch:539348Analysis Method:TO-15 QC Batch Method:TO-15Analysis Description:TO15 MSV AIR Low Level Associated Lab Samples:10431263001, 10431263002, 10431263003, 10431263004, 10431263005 METHOD BLANK:2933047Matrix:Air Associated Lab Samples: 10431263001, 10431263002, 10431263003, 10431263004, 10431263005 BlankReporting ParameterUnitsResultLimitMDLAnalyzedQualifiers 1,1,1-Trichloroethaneug/m3<1.11.10.3405/18/18 13:10 1,1,2,2-Tetrachloroethaneug/m3<0.700.700.2905/18/18 13:10 1,1,2-Trichloroethaneug/m3<0.560.560.2205/18/18 13:10 1,1,2-Trichlorotrifluoroethaneug/m3<1.61.60.3705/18/18 13:10 1,1-Dichloroethaneug/m3<0.820.820.2105/18/18 13:10 1,1-Dichloroetheneug/m3<0.810.810.2405/18/18 13:10 1,2,4-Trichlorobenzeneug/m3<3.83.80.9605/18/18 13:10 1,2,4-Trimethylbenzeneug/m3<1.01.00.1705/18/18 13:10 1,2-Dibromoethane (EDB)ug/m3<1.61.60.3305/18/18 13:10 1,2-Dichlorobenzeneug/m3<1.21.20.3305/18/18 13:10 1,2-Dichloroethaneug/m3<0.410.410.2005/18/18 13:10 1,2-Dichloropropaneug/m3<0.940.940.3105/18/18 13:10 1,3,5-Trimethylbenzeneug/m3<1.01.00.4105/18/18 13:10 1,3-Butadieneug/m3<0.450.450.2105/18/18 13:10 1,3-Dichlorobenzeneug/m3<1.21.20.4705/18/18 13:10 1,4-Dichlorobenzeneug/m3<1.21.20.2205/18/18 13:10 2-Butanone (MEK)ug/m3<3.03.00.2005/18/18 13:10 2-Hexanoneug/m3<4.24.20.6105/18/18 13:10 2-Propanolug/m3<2.52.51.205/18/18 13:10 4-Ethyltolueneug/m3<1.01.00.2105/18/18 13:10 4-Methyl-2-pentanone (MIBK)ug/m3<4.24.20.3605/18/18 13:10 Acetoneug/m3<2.42.41.505/18/18 13:10 Benzeneug/m3<0.320.320.1505/18/18 13:10 Benzyl chlorideug/m3<2.62.60.2405/18/18 13:10MN Bromodichloromethaneug/m3<1.41.40.3605/18/18 13:10 Bromoformug/m3<2.12.10.6905/18/18 13:10 Bromomethaneug/m3<0.790.790.2105/18/18 13:10 Carbon disulfideug/m3<0.630.630.1805/18/18 13:10 Carbon tetrachlorideug/m3<0.640.640.3205/18/18 13:10 Chlorobenzeneug/m3<0.940.940.1805/18/18 13:10 Chloroethaneug/m3<0.540.540.2005/18/18 13:10 Chloroformug/m3<0.500.500.2305/18/18 13:10 Chloromethaneug/m3<0.420.420.1305/18/18 13:10 cis-1,2-Dichloroetheneug/m3<0.810.810.3405/18/18 13:10 cis-1,3-Dichloropropeneug/m3<0.920.920.2405/18/18 13:10 Cyclohexaneug/m3<0.700.700.2305/18/18 13:10 Dibromochloromethaneug/m3<1.71.70.4405/18/18 13:10 Dichlorodifluoromethaneug/m3<1.01.00.4205/18/18 13:10 Dichlorotetrafluoroethaneug/m3<1.41.40.4405/18/18 13:10 Ethanolug/m3<0.960.960.4605/18/18 13:10 Ethyl acetateug/m3<0.730.730.2005/18/18 13:10 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/21/2018 02:21 PM without the written consent of Pace Analytical Services, LLC. Page 18 of 47 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Air Pace Project No.:10431263 METHOD BLANK:2933047Matrix:Air Associated Lab Samples: 10431263001, 10431263002, 10431263003, 10431263004, 10431263005 BlankReporting ParameterUnitsResultLimitMDLAnalyzedQualifiers Ethylbenzeneug/m3<0.880.880.1705/18/18 13:10 Hexachloro-1,3-butadieneug/m3<2.22.20.8705/18/18 13:10 m&p-Xyleneug/m3<1.81.80.3505/18/18 13:10 Methyl-tert-butyl etherug/m3<3.73.70.6705/18/18 13:10 Methylene Chlorideug/m3<3.53.51.505/18/18 13:10 n-Heptaneug/m3<0.830.830.2105/18/18 13:10 n-Hexaneug/m3<0.720.720.3305/18/18 13:10 Naphthaleneug/m3<2.72.70.6005/18/18 13:10 o-Xyleneug/m3<0.880.880.3705/18/18 13:10 Propyleneug/m3<0.350.350.1605/18/18 13:10 Styreneug/m3<0.870.870.1705/18/18 13:10 Tetrachloroetheneug/m3<0.690.690.2905/18/18 13:10 Tetrahydrofuranug/m3<0.600.600.2705/18/18 13:10 Tolueneug/m3<0.770.770.1605/18/18 13:10 trans-1,2-Dichloroetheneug/m3<0.810.810.3005/18/18 13:10 trans-1,3-Dichloropropeneug/m3<0.920.920.4205/18/18 13:10 Trichloroetheneug/m3<0.550.550.2705/18/18 13:10 Trichlorofluoromethaneug/m3<1.11.10.4205/18/18 13:10 Vinyl acetateug/m3<0.720.720.1705/18/18 13:10 Vinyl chlorideug/m3<0.260.260.1305/18/18 13:10 LABORATORY CONTROL SAMPLE:2933048 SpikeLCSLCS% Rec ParameterUnitsConc.Result% RecLimitsQualifiers 1,1,1-Trichloroethaneug/m355.567.412170-135 1,1,2,2-Tetrachloroethaneug/m369.882.211870-146 1,1,2-Trichloroethaneug/m355.570.412770-135 1,1,2-Trichlorotrifluoroethaneug/m377.989.211463-139 1,1-Dichloroethaneug/m341.148.811970-134 1,1-Dichloroetheneug/m340.347.011770-137 1,2,4-Trichlorobenzeneug/m375.487.311660-133 1,2,4-Trimethylbenzeneug/m35059.611970-137 1,2-Dibromoethane (EDB)ug/m378.110112970-140 1,2-Dichlorobenzeneug/m361.172.211870-137 1,2-Dichloroethaneug/m341.150.512370-136 1,2-Dichloropropaneug/m34756.912170-136 1,3,5-Trimethylbenzeneug/m35060.012070-133 1,3-Butadieneug/m322.527.012064-141 1,3-Dichlorobenzeneug/m361.172.211870-137 1,4-Dichlorobenzeneug/m361.171.611770-134 2-Butanone (MEK)ug/m33036.612265-143 2-Hexanoneug/m341.649.912060-148 2-Propanolug/m312515012065-135 4-Ethyltolueneug/m35060.212170-132 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/21/2018 02:21 PM without the written consent of Pace Analytical Services, LLC. Page 19 of 47 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Air Pace Project No.:10431263 LABORATORY CONTROL SAMPLE:2933048 SpikeLCSLCS% Rec ParameterUnitsConc.Result% RecLimitsQualifiers 4-Methyl-2-pentanone (MIBK)ug/m341.650.312170-135 Acetoneug/m312113311059-132 Benzeneug/m332.538.411870-134 Benzyl chlorideug/m352.660.611556-150 Bromodichloromethaneug/m368.187.312870-142 Bromoformug/m310512311769-150 Bromomethaneug/m339.543.611161-141 Carbon disulfideug/m331.640.912966-134 Carbon tetrachlorideug/m36465.710360-145 Chlorobenzeneug/m346.857.512370-130 Chloroethaneug/m326.830.311365-143 Chloroformug/m349.659.412070-132 Chloromethaneug/m32124.911958-140 cis-1,2-Dichloroetheneug/m340.349.012270-136 cis-1,3-Dichloropropeneug/m346.156.212270-136 Cyclohexaneug/m33543.912670-133 Dibromochloromethaneug/m386.610211868-149 Dichlorodifluoromethaneug/m350.357.711569-130 Dichlorotetrafluoroethaneug/m37186.812268-130 Ethanolug/m391.611712865-146 Ethyl acetateug/m336.646.212668-136 Ethylbenzeneug/m344.156.212770-133 Hexachloro-1,3-butadieneug/m310812911959-140 m&p-Xyleneug/m388.311212770-133 Methyl-tert-butyl etherug/m336.643.812070-132 Methylene Chlorideug/m317720411667-132 n-Heptaneug/m341.650.012064-136 n-Hexaneug/m335.843.612270-130 Naphthaleneug/m353.362.811855-136 o-Xyleneug/m344.156.112770-132 Propyleneug/m317.521.712437-150 Styreneug/m343.352.512170-139 Tetrachloroetheneug/m368.986.112570-133 Tetrahydrofuranug/m33037.112462-141 Tolueneug/m338.344.211570-130 trans-1,2-Dichloroetheneug/m340.347.611870-132 trans-1,3-Dichloropropeneug/m346.159.312970-135 Trichloroetheneug/m354.665.512070-135 Trichlorofluoromethaneug/m357.166.711759-140 Vinyl acetateug/m335.843.912357-150 Vinyl chlorideug/m32631.812270-141 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/21/2018 02:21 PM without the written consent of Pace Analytical Services, LLC. Page 20 of 47 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Air Pace Project No.:10431263 SAMPLE DUPLICATE:2933804 10431840001DupMax ParameterUnitsResultResultRPDRPDQualifiers ND 1,1,1-Trichloroethaneug/m3<2.025 ND 1,1,2,2-Tetrachloroethaneug/m3<1.325 ND 1,1,2-Trichloroethaneug/m3<1.025 ND 1,1,2-Trichlorotrifluoroethaneug/m3<2.925 ND 1,1-Dichloroethaneug/m3<1.525 ND 1,1-Dichloroetheneug/m3<1.525 ND 1,2,4-Trichlorobenzeneug/m3<6.925 ND 1,2,4-Trimethylbenzeneug/m3<1.825 ND 1,2-Dibromoethane (EDB)ug/m3<2.925 ND 1,2-Dichlorobenzeneug/m3<2.225 ND 1,2-Dichloroethaneug/m3<0.7525 ND 1,2-Dichloropropaneug/m3<1.725 ND 1,3,5-Trimethylbenzeneug/m3<1.825 ND 1,3-Butadieneug/m3<0.8225 ND 1,3-Dichlorobenzeneug/m3<2.225 ND 1,4-Dichlorobenzeneug/m3<2.225 7.7 2-Butanone (MEK)ug/m35.92725R1 ND 2-Hexanoneug/m3<7.625 18.7 2-Propanolug/m319.2325 ND 4-Ethyltolueneug/m3<1.825 ND 4-Methyl-2-pentanone (MIBK)ug/m3<7.625 58.6 Acetoneug/m360.9425 1.6 Benzeneug/m31.6125 ND Benzyl chlorideug/m3<4.825 ND Bromodichloromethaneug/m3<2.525 ND Bromoformug/m3<3.825 ND Bromomethaneug/m3<1.425 ND Carbon disulfideug/m3<1.225 ND Carbon tetrachlorideug/m3<1.225 ND Chlorobenzeneug/m3<1.725 ND Chloroethaneug/m3<0.9825 1.2 Chloroformug/m31.1625 1.5 Chloromethaneug/m31.6525 11.6 cis-1,2-Dichloroetheneug/m314.12025 ND cis-1,3-Dichloropropeneug/m3<1.725 ND Cyclohexaneug/m3<1.325 ND Dibromochloromethaneug/m3<3.225 2.7 Dichlorodifluoromethaneug/m32.9725 ND Dichlorotetrafluoroethaneug/m3<2.625 419 Ethanolug/m3423125 2.8 Ethyl acetateug/m33.0425 ND Ethylbenzeneug/m3<1.625 ND Hexachloro-1,3-butadieneug/m3<4.025 ND m&p-Xyleneug/m3<3.225 ND Methyl-tert-butyl etherug/m3<6.725 ND Methylene Chlorideug/m3<6.525 ND n-Heptaneug/m3<1.525 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/21/2018 02:21 PM without the written consent of Pace Analytical Services, LLC. Page 21 of 47 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Air Pace Project No.:10431263 SAMPLE DUPLICATE:2933804 10431840001DupMax ParameterUnitsResultResultRPDRPDQualifiers 1.8 n-Hexaneug/m32.01125 ND Naphthaleneug/m3<4.925 ND o-Xyleneug/m3<1.625 ND Propyleneug/m3<0.6425 2.8 Styreneug/m32.8125 ND Tetrachloroetheneug/m3<1.325 ND Tetrahydrofuranug/m3<1.125 5.1 Tolueneug/m35.4525 ND trans-1,2-Dichloroetheneug/m3<1.525 ND trans-1,3-Dichloropropeneug/m3<1.725 ND Trichloroetheneug/m31.125 ND Trichlorofluoromethaneug/m3<2.125 ND Vinyl acetateug/m3<1.325 ND Vinyl chlorideug/m3<0.4825 SAMPLE DUPLICATE:2933808 10431840002DupMax ParameterUnitsResultResultRPDRPDQualifiers ND 1,1,1-Trichloroethaneug/m3<2.125 ND 1,1,2,2-Tetrachloroethaneug/m3<1.325 ND 1,1,2-Trichloroethaneug/m3<1.125 ND 1,1,2-Trichlorotrifluoroethaneug/m3<3.025 ND 1,1-Dichloroethaneug/m3<1.625 ND 1,1-Dichloroetheneug/m3<1.525 ND 1,2,4-Trichlorobenzeneug/m3<7.225 ND 1,2,4-Trimethylbenzeneug/m3<1.925 ND 1,2-Dibromoethane (EDB)ug/m3<3.025 ND 1,2-Dichlorobenzeneug/m3<2.325 ND 1,2-Dichloroethaneug/m3<0.7925 ND 1,2-Dichloropropaneug/m3<1.825 ND 1,3,5-Trimethylbenzeneug/m3<1.925 ND 1,3-Butadieneug/m3<0.8625 ND 1,3-Dichlorobenzeneug/m3<2.325 ND 1,4-Dichlorobenzeneug/m3<2.325 ND 2-Butanone (MEK)ug/m3<5.825 ND 2-Hexanoneug/m3<8.025 7.8 2-Propanolug/m37.7225 ND 4-Ethyltolueneug/m3<1.925 ND 4-Methyl-2-pentanone (MIBK)ug/m3<8.025 16.7 Acetoneug/m315.3925 1.4 Benzeneug/m31.4225 ND Benzyl chlorideug/m3<5.125 ND Bromodichloromethaneug/m3<2.625 ND Bromoformug/m3<4.025 ND Bromomethaneug/m3<1.525 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/21/2018 02:21 PM without the written consent of Pace Analytical Services, LLC. Page 22 of 47 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:MP185083 City of Shakopee Air Pace Project No.:10431263 SAMPLE DUPLICATE:2933808 10431840002DupMax ParameterUnitsResultResultRPDRPDQualifiers ND Carbon disulfideug/m3<1.225 ND Carbon tetrachlorideug/m3<1.225 ND Chlorobenzeneug/m3<1.825 ND Chloroethaneug/m3<1.025 ND Chloroformug/m3<0.9525 1.5 Chloromethaneug/m31.31025 ND cis-1,2-Dichloroetheneug/m3<1.525 ND cis-1,3-Dichloropropeneug/m3<1.825 ND Cyclohexaneug/m3<1.325 ND Dibromochloromethaneug/m3<3.325 3.1 Dichlorodifluoromethaneug/m33.1325 ND Dichlorotetrafluoroethaneug/m3<2.725 54.4 Ethanolug/m353.9125 ND Ethyl acetateug/m3<1.425 ND Ethylbenzeneug/m3<1.725 ND Hexachloro-1,3-butadieneug/m3<4.225 ND m&p-Xyleneug/m3<3.425 ND Methyl-tert-butyl etherug/m3<7.025 ND Methylene Chlorideug/m3<6.825 ND n-Heptaneug/m3<1.625 ND n-Hexaneug/m31.625 ND Naphthaleneug/m3<5.125 ND o-Xyleneug/m3<1.725 ND Propyleneug/m3<0.6725 ND Styreneug/m3<1.725 ND Tetrachloroetheneug/m3<1.325 ND Tetrahydrofuranug/m3<1.225 4.2 Tolueneug/m34.0525 ND trans-1,2-Dichloroetheneug/m3<1.525 ND trans-1,3-Dichloropropeneug/m3<1.825 ND Trichloroetheneug/m3<1.025 ND Trichlorofluoromethaneug/m3<2.225 ND Vinyl acetateug/m3<1.425 ND Vinyl chlorideug/m3<0.5025 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/21/2018 02:21 PM without the written consent of Pace Analytical Services, LLC. Page 23 of 47 #=QL# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALIFIERS Project:MP185083 City of Shakopee Air Pace Project No.:10431263 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit. MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. SAMPLE QUALIFIERS Sample: 10431263001 \[1\]The Total Hydrocarbon (THC) pattern occured in the first half of the chromatogram (before toluene). Sample: 10431263002 \[1\]The Total Hydrocarbon (THC) pattern occured in the second half of the chromatogram (after toluene). Sample: 10431263003 \[1\]The Total Hydrocarbon (THC) pattern occured in the second half of the chromatogram (after toluene). Sample: 10431263004 \[1\]The Total Hydrocarbon (THC) pattern occured in the first half of the chromatogram (before toluene). Sample: 10431263005 \[1\]The Total Hydrocarbon (THC) pattern occured in the first half of the chromatogram (before toluene). ANALYTE QUALIFIERS EAnalyte concentration exceeded the calibration range. The reported result is estimated. The reporting limit has been raised in accordance with Minnesota Statutes 4740.2100 Subpart 8. C, D. Reporting Limit MN Evaluation Rule. R1RPD value was outside control limits. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/21/2018 02:21 PM without the written consent of Pace Analytical Services, LLC. Page 24 of 47 #=CR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA CROSS REFERENCE TABLE Project:MP185083 City of Shakopee Air Pace Project No.:10431263 Analytical Lab IDSample IDQC Batch MethodQC BatchAnalytical MethodBatch 10431263001SV-1TO-15539348 10431263002SV-2TO-15539348 10431263003SV-3TO-15539348 10431263004SV-4TO-15539348 10431263005SV-5TO-15539348 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 05/21/2018 02:21 PM without the written consent of Pace Analytical Services, LLC. Page 25 of 47 Page 26 of 47 6026029 Page 27 of 47 EbubGjmf;\]\]2:3/279/21/23\]difn\]21bjs8/j\]162929/c\]24934/E SfqpsuEbuf;2:.Nbz.312926;12 QbdfBobmzujdbmTfswjdft-Jod/ UP26Bobmztjt)VOJY* Ebubgjmf;\]\]2:3/279/21/23\]difn\]21bjs8/j\]162929/c\]24934/E MbcTnqJe;21542374112 JokEbuf;2:.NBZ.312911;15 Pqfsbups;NH3JotuJE;21bjs8/j TnqJogp; NjtdJogp;41:79 Dpnnfou;WpmbujmfPshbojdDPNQPVOETjoBjs Nfuipe;\]\]2:3/279/21/23\]difn\]21bjs8/j\]162929/c\]UP26`248.29/n NfuiEbuf;2:.Nbz.312925;68nhsjotufjoRvbouUzqf;JTUE DbmEbuf;28.NBZ.312925;22DbmGjmf;24821/E Bmtcpuumf;34 EjmGbdups;3/56111 Joufhsbups;IQSUFDpnqpvoeTvcmjtu;bmm/tvc UbshfuWfstjpo;5/25 QspdfttjohIptu;21NOBJSXLT1: DpodfousbujpoGpsnvmb;Bnu+EG+Vg+DqoeWbsjbcmf ObnfWbmvfEftdsjqujpo ............................................... EG3/561EjmvujpoGbdups Vg2/111ohvojudpssfdujpogbdups DqoeWbsjbcmfMpdbmDpnqpvoeWbsjbcmf DPNQPVOESUBSFBBNPVOU >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 32-2.Ejgmvpspfuibof3/:344951661/2:2 8Dimpspnfuibof4/153455451/636 23Fuibopm4/436623969/377 27Usjdimpspgmvpspnfuibof4/61965:8321/349 38DbscpoEjtvmgjef4/:79229611/598 51Ufusbizespgvsbo5/95:422341/79: +582-5.Ejgmvpspcfo{fof6/6777:631321/111 74o.Pdubof8/62248:291/534 8:2-4-6.Usjnfuizmcfo{fof21/918289561/1:6 9:2-3-4.Usjnfuizmcfo{fof22/869554261/212 Page 28 of 47 EbubGjmf;\]\]2:3/279/21/23\]difn\]21bjs8/j\]162929/c\]24934/E SfqpsuEbuf;2:.Nbz.312926;12 DPODFOUSBUJPOTRVBOU SUBSFBPO.DPM)qqcw*GJOBM)qqcw*RVBMMJCSBSZMJCFOUSZDQOE$ >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> VolopxoDBT$; 3/95723376:2:7/1977376625/:113 VolopxoDBT$; 4/22:729194:/5335742834/2118 VolopxoDBT$; 4/34221:85:28/79:627754/41123 2-3.QfoubejfofDBT$;6:2.:6.8 4/767996381/149419151/1:4::2OCT86L/m29227 VolopxoDBT$; 5/156:1:44348/4746587:2/61138 Nfuibof-cspnpdimpsp.DBT$;85.:8.6 5/84:4:65519/8646314232/5:8OCT86L/m75::751 Cvubobm-4.nfuizm.DBT$;6:1.97.4 6/8992163652/625117334/8297OCT86L/m79958 Bstfopvtbdje-usjt)usjnfuizmtjmzm*ftufDBT$;6653:.3:.4 8/66:5471355/9792159722/:89OCT86L/m5941174 Dzdmpufusbtjmpybof-pdubnfuizm.DBT$;667.78.3 21/574212:8376/55487:9824/489OCT86L/m52:778: Cfo{pjdbdje-3.\\)usjnfuizmtjmzm*pyz^.-DBT$;489:.96.4 23/779365946:6/9412626925/491OCT86L/m833:99: Page 29 of 47 EbubGjmf;\]\]2:3/279/21/23\]difn\]21bjs8/j\]162929/c\]24934/E SfqpsuEbuf;2:.Nbz.312926;12 QbdfBobmzujdbmTfswjdft-Jod/ UFOUBUJWFMZJEFOUJGJFEDPNQPVOET DmjfouObnf;DmjfouTEH;162929/c MbcTnqJe;21542374112 Pqfsbups;NH3TbnqmfEbuf; TbnqmfMpdbujpo;TbnqmfQpjou; TbnqmfNbusjy;BJSEbufSfdfjwfe; BobmztjtUzqf;WPBMfwfm;MPX JokEbuf;2:.NBZ.312911;15 DPODFOUSBUJPOVOJUT; OvncfsUJDtgpvoe;21)vh0Mpsvh0LH*qqcw ````````````````````````````````````````````````````````````````````````` }}}}}} }DBTOVNCFS}DPNQPVOEOBNF}SU}FTU/DPOD/}R} }>>>>>>>>>>>>>>>>}>>>>>>>>>>>>>>>>>>>>>>>>>>>}>>>>>>>>}>>>>>>>>>>>>>}>>>>>} }2/}Volopxo}3/957}25/:}`K``} }3/}Volopxo}4/22:}34/2}`K``} }4/}Volopxo}4/342}54/4}`K``} }5/6:2.:6.8}2-3.Qfoubejfof}4/767}1/1:4:}OK``} }6/}Volopxo}5/156}:2/6}`K``} }7/85.:8.6}Nfuibof-cspnpdimpsp.}5/84:}32/5}OK``} }8/6:1.97.4}Cvubobm-4.nfuizm.}6/899}4/82}OK``} }9/6653:.3:.4}Bstfopvtbdje-usjt)usjnfui}8/66:}22/:}OK``} }:/667.78.3}Dzdmpufusbtjmpybof-pdubnfu}21/574}24/4}OK``} }21/489:.96.4}Cfo{pjdbdje-3.\\)usjnfuizm}23/779}25/4}OK``} }````````````````}```````````````````````````}````````}`````````````}`````} Page 30 of 47 Page 31 of 47 EbubGjmf;\]\]2:3/279/21/23\]difn\]21bjs8/j\]162929/c\]24935/E SfqpsuEbuf;2:.Nbz.312926;12 QbdfBobmzujdbmTfswjdft-Jod/ UP26Bobmztjt)VOJY* Ebubgjmf;\]\]2:3/279/21/23\]difn\]21bjs8/j\]162929/c\]24935/E MbcTnqJe;21542374113 JokEbuf;2:.NBZ.312911;4: Pqfsbups;NH3JotuJE;21bjs8/j TnqJogp; NjtdJogp;41:79 Dpnnfou;WpmbujmfPshbojdDPNQPVOETjoBjs Nfuipe;\]\]2:3/279/21/23\]difn\]21bjs8/j\]162929/c\]UP26`248.29/n NfuiEbuf;2:.Nbz.312925;68nhsjotufjoRvbouUzqf;JTUE DbmEbuf;28.NBZ.312925;22DbmGjmf;24821/E Bmtcpuumf;35 EjmGbdups;3/62111 Joufhsbups;IQSUFDpnqpvoeTvcmjtu;bmm/tvc UbshfuWfstjpo;5/25 QspdfttjohIptu;21NOBJSXLT1: DpodfousbujpoGpsnvmb;Bnu+EG+Vg+DqoeWbsjbcmf ObnfWbmvfEftdsjqujpo ............................................... EG3/621EjmvujpoGbdups Vg2/111ohvojudpssfdujpogbdups DqoeWbsjbcmfMpdbmDpnqpvoeWbsjbcmf DPNQPVOESUBSFBBNPVOU >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 4Dimpspejgmvpspnfuibof3/:4:5114391/248 8Dimpspnfuibof4/153455781/384 38DbscpoEjtvmgjef4/:79:9211/47: 46o.Ifybof5/54225::2:1/948 74o.Pdubof8/619266871/3:3 952-4.Ejdimpspcfo{fof22/689737371/677 9:2-3-4.Usjnfuizmcfo{fof22/8692657151/253 DPODFOUSBUJPOTRVBOU SUBSFBPO.DPM)qqcw*GJOBM)qqcw*RVBMMJCSBSZMJCFOUSZDQOE$ >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> VolopxoDBT$; 3/95:234:93565/345:15:321/7114 2.Qspqfof-3.nfuizm.DBT$;226.22.8 4/2335434844/5338::479/6:98OCT86L/m734178 Page 32 of 47 EbubGjmf;\]\]2:3/279/21/23\]difn\]21bjs8/j\]162929/c\]24935/E SfqpsuEbuf;2:.Nbz.312926;12 DPODFOUSBUJPOTRVBOU SUBSFBPO.DPM)qqcw*GJOBM)qqcw*RVBMMJCSBSZMJCFOUSZDQOE$ >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> VolopxoDBT$; 5/1562356:65/7979612:22/91138 2.IfyfofDBT$;6:3.52.7 5/45524:91:1/891379812/:7:2OCT86L/m7386546 Dzdmpusjtjmpybof-ifybnfuizm.DBT$;652.16.: 8/66:27:433542/81:65948:/783OCT86L/m38:2974 VolopxoDBT$; 22/6322446:72/318994764/141195 VolopxoDBT$; 23/1332936491/278274791/531119: Cfo{fof-2.fuizozm.5.nfuizm.DBT$;877.:8.3 23/2682666771/253574741/469:1OCT86L/m44999: BdfupqifopofDBT$;:9.97.3 23/4614145831/388:23971/7:987OCT86L/m756449: Cfo{pjdbdje-3.\\)usjnfuizmtjmzm*pyz^.-DBT$;489:.96.4 23/78377227437/1658867526/397OCT86L/m833:99: Page 33 of 47 EbubGjmf;\]\]2:3/279/21/23\]difn\]21bjs8/j\]162929/c\]24935/E SfqpsuEbuf;2:.Nbz.312926;12 QbdfBobmzujdbmTfswjdft-Jod/ UFOUBUJWFMZJEFOUJGJFEDPNQPVOET DmjfouObnf;DmjfouTEH;162929/c MbcTnqJe;21542374113 Pqfsbups;NH3TbnqmfEbuf; TbnqmfMpdbujpo;TbnqmfQpjou; TbnqmfNbusjy;BJSEbufSfdfjwfe; BobmztjtUzqf;WPBMfwfm;MPX JokEbuf;2:.NBZ.312911;4: DPODFOUSBUJPOVOJUT; OvncfsUJDtgpvoe;21)vh0Mpsvh0LH*qqcw ````````````````````````````````````````````````````````````````````````` }}}}}} }DBTOVNCFS}DPNQPVOEOBNF}SU}FTU/DPOD/}R} }>>>>>>>>>>>>>>>>}>>>>>>>>>>>>>>>>>>>>>>>>>>>}>>>>>>>>}>>>>>>>>>>>>>}>>>>>} }2/}Volopxo}3/95:}21/7}`K``} }3/226.22.8}2.Qspqfof-3.nfuizm.}4/233}9/6:}OK``} }4/}Volopxo}5/156}22/9}`K``} }5/6:3.52.7}2.Ifyfof}5/455}2/:7}OK``} }6/652.16.:}Dzdmpusjtjmpybof-ifybnfuiz}8/66:}8:/7}OK``} }7/}Volopxo}22/632}4/14}`K``} }8/}Volopxo}23/133}1/531}`K``} }9/877.:8.3}Cfo{fof-2.fuizozm.5.nfuizm}23/268}1/469}OK``} }:/:9.97.3}Bdfupqifopof}23/461}1/7:9}OK``} }21/489:.96.4}Cfo{pjdbdje-3.\\)usjnfuizm}23/783}26/3}OK``} }````````````````}```````````````````````````}````````}`````````````}`````} Page 34 of 47 Page 35 of 47 EbubGjmf;\]\]2:3/279/21/23\]difn\]21bjs8/j\]162929/c\]24936/E SfqpsuEbuf;2:.Nbz.312926;13 QbdfBobmzujdbmTfswjdft-Jod/ UP26Bobmztjt)VOJY* Ebubgjmf;\]\]2:3/279/21/23\]difn\]21bjs8/j\]162929/c\]24936/E MbcTnqJe;21542374114 JokEbuf;2:.NBZ.312912;26 Pqfsbups;NH3JotuJE;21bjs8/j TnqJogp; NjtdJogp;41:79 Dpnnfou;WpmbujmfPshbojdDPNQPVOETjoBjs Nfuipe;\]\]2:3/279/21/23\]difn\]21bjs8/j\]162929/c\]UP26`248.29/n NfuiEbuf;2:.Nbz.312925;68nhsjotufjoRvbouUzqf;JTUE DbmEbuf;28.NBZ.312925;22DbmGjmf;24821/E Bmtcpuumf;36 EjmGbdups;4/13111 Joufhsbups;IQSUFDpnqpvoeTvcmjtu;bmm/tvc UbshfuWfstjpo;5/25 QspdfttjohIptu;21NOBJSXLT1: DpodfousbujpoGpsnvmb;Bnu+EG+Vg+DqoeWbsjbcmf ObnfWbmvfEftdsjqujpo ............................................... 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Minneapolis, Minnesota REPORT COVER LETTER TO SIGN June 8, 2018 City of Shakopee 485 Gorman Street Shakopee, Minnesota 55379 Attn: Mr. Michael Kerski P:(952) 233-9346 E:MKerski@shakopeemn.gov Re: Geotechnical Engineering Report Scott Street & Levee Drive Parcels Shakopee, Minnesota Terracon Project No. MP185083 Dear Mr. Kerski: We have completed the Geotechnical Engineering services for the above referenced project. This study was performed in general accordance with Terracon Proposal No. PMP185083 dated April 23, 2018. This report presents the results of our subsurface exploration and provides geotechnical discussion and parameters, which will assist in the design and construction of building foundations, floor slab subgrade preparation and earthwork for the proposed project. We appreciate the opportunity to be of service to you on your project, and look forward to providing the testing and observation services during construction. If you have any questions concerning this report, or if we may be of further service, please contact us. Sincerely, Terracon Consultants, Inc. Lisa M. Breuer, P.E.Michael D. Ringler Senior EngineerSenior Engineer Terracon Consultants, Inc.13400 15th Ave NMinneapolis,MN55441-4532 P 763-489-3100 F 736-489-3101 terracon.com REPORT TOPICS REPORT TOPICS INTRODUCTION ............................................................................................................. 1 SITE CONDITIONS ......................................................................................................... 1 PROJECT DESCRIPTION .............................................................................................. 2 GEOTECHNICAL CHARACTERIZATION ...................................................................... 3 GEOTECHNICAL OVERVIEW ....................................................................................... 4 EARTHWORK................................................................................................................. 5 SHALLOW FOUNDATIONS ......................................................................................... 11 GROUND IMPROVEMENT ........................................................................................... 14 PARKING SLABS......................................................................................................... 14 LATERAL EARTH PRESSURES ................................................................................. 16 FROST CONSIDERATIONS ......................................................................................... 18 STORMWATER MANAGEMENT ................................................................................. 18 GENERAL COMMENTS ............................................................................................... 19 SIGNATURE PAGE ...................................................................................................... 20 Note: This report was delivered in a web-based format.Orange Bold text in the report indicates a referenced section heading. The PDF version also includes hyperlinks which direct the reader to that section and clicking on the logo will bring you back to this page. For more interactive features, please view your project online at client.terracon.com. ATTACHMENTS SITE LOCATION AND EXPLORATION PLANS EXPLORATION RESULTS EXPLORATION AND TESTING PROCEDURES SUPPORTING INFORMATION ResponsiveResourcefulReliable INTRODUCTION Geotechnical Engineering Report Scott Street & Levee Drive Parcels Shakopee, Minnesota Terracon Project No. MP185083 June 8, 2018 INTRODUCTION This report presents the results of our subsurface exploration and geotechnical engineering services performed for the proposed multi-family residential development to be located at Scott Street & Levee Drive in Shakopee, Minnesota. The purpose of these services is to provide information and geotechnical engineering recommendations relative to: soil and rock conditionsfloor slab design and construction groundwater conditionslateral earth pressures site preparation and earthworkfrost considerations excavation considerationsstormwater pond considerations foundation design and construction The geotechnical engineering scope of services for this project included the advancement of 19 soil borings and 5 rock cores (adjacent to previous soil borings) to depths ranging from approximately 2 to 30 feet below existing site grades. Maps showing the site and boring locations are provided inSite Location andExploration Plan, respectively. The results of the laboratory testing performed on the samples obtained during the field exploration are included on the boring logs inExploration Results. SITE CONDITIONS The following description of site conditions is derived from information provided by City of Shakopee (Shakopee) and our field observations. ResponsiveResourcefulReliable 1 Geotechnical Engineering Report Scott Street & Levee Drive Parcels Shakopee, Minnesota June 8, 2018 Terracon Project No. MP185083 ItemDescription st The 2.8-acre project is located near Scott Street N & 1 Avenue W in Shakopee. Parcel Information Latitude/Longitude: 44.7987, -93.5309 (approximate) SeeSite Location The site currently has two residences, a commercial building, parking lots and vacant/wooded land. Based on a review of available historical information, the site has been developed since at least the 1860s. Existing Improvements Several of the parcels were developed with residences in the late-1800s and early-1900s, and a limestone quarry was present on the northern parcels from at least 1890 through 1910. By the 1960s, the site appears much as it currently does. Lightly vegetated areas, wooded areas and paved parking and drive Current Ground Cover areas. About 10 feet of elevation difference in portion east of Scott Street N. Existing Topography and up to about 14 feet of elevation difference in the wooded area to the (from MnTopo Lidar)west of Scott Street N. sloping downward toward the Minnesota River to the north. PROJECT DESCRIPTION Our initial understanding of the project was provided in our proposal and was discussed in the project planning stage. Our understanding of the project conditions is as follows: ItemDescription The 2.8-acre project site is anticipated to include development of a Project Description midrise housing facility with underground parking. Specific plans were not provided; however, we understand that the Proposed Structureproject includes a five-story wood-framed building with an underground concrete parking level. Finished Floor Elevation Not provided Maximum column, wall and floor loads were not provided by the City. Unless provided at a later date, the following will be used in our analysis: Columns: 500 kips Maximum Loads Walls: 15 kips per linear foot (klf) Slabs: 150 pounds per square foot (psf) Finished floor elevations were not provided. We anticipate that the first floor level will be near existing grade of the Grading/Slopesadjacent streets. An excavation up to 12 feet deep is assumed to be required to develop final grade for the underground parking levels. ResponsiveResourcefulReliable 2 Geotechnical Engineering Report Scott Street & Levee Drive Parcels Shakopee, Minnesota June 8, 2018 Terracon Project No. MP185083 ItemDescription The building is anticipated to have one level of underground parking Below Grade Structures beneath the building footprint. Retaining Walls Walls anticipated along ramped drives into below ground parking areas. GEOTECHNICAL CHARACTERIZATION We developed a general characterization of the subsurface conditions encountered in our borings and our understanding of the geologic setting. As noted inGeneral Comments, the characterization is based upon widely spaced exploration points across the site, and variations are possible. Previous grading and construction may have created additional variations. The following sections provide our geotechnical characterization. Subsurface Profile Subsurface conditions encountered at each boring location are provided on the individual boring logs provided inExploration Resultsand summarized in the following table. Stratification boundaries on the boring logs represent the approximate depth where changes in soil types occur; in situ, the transition between native materials may be gradual. Approximate Depth to StratumMaterial DescriptionComments Bottom of Stratum Borings B-2 through Topsoil with light to moderate B-6. B-10 through B- -- vegetation12, and B-14 through Surface B-20 Borings B-7 through ---Asphalt Pavement B-9, B-13 Existing Fill—generally silty sand, sand, clayey sand and sandy lean clay with variable amounts of gravel Drillers noted possible slag in Borings 12½ to 19½_____ B-2, B-11, B-13 and B-20 Possible coal, glass and metal in Borings B-11 and B-20 Possible ACM in Boring B-11 Boring B-3 terminated Loose to Medium within this stratum at the 1 2 Sand (SP) with gravel planned depth ofDense approximately 20 feet ResponsiveResourcefulReliable 3 Geotechnical Engineering Report Scott Street & Levee Drive Parcels Shakopee, Minnesota June 8, 2018 Terracon Project No. MP185083 Approximate Depth to StratumMaterial DescriptionComments Bottom of Stratum Moderately to highly 2 3 not determinedLimestone bedrock fractured, moderately to highly weathered 1. Stratum 2 only observed in Boring B-3. 2.Stratum 3 noted in all borings. Subsurface Water Conditions Water was not observed in the borings while drilling, or for the short duration the borings could remain open; however, this does not necessarily mean the borings terminated above the water table. For this reason, longer term observations in piezometers or observation wells sealed from the influence of surface water could be considered to better define water levels. Subsurface water level fluctuations occur due to seasonal variations in the amount of rainfall, runoff, flow level in the adjacent river, and other factors not evident at the time the borings were performed. Therefore, subsurface water levels during construction or at other times in the life of the structure may vary. The possibility of water level fluctuations should be considered when developing the design and construction plans for the project. GEOTECHNICAL OVERVIEW Based on the results of the borings, the geotechnical considerations and recommendations presented in this report are summarized below, with additional details included in the following sections. n Fill was observed in each boring.The existing fill was generally comprised of silty sand, sand, clayey sand and sandy lean clay with varying amounts of gravel. The drillers noted presence of slag and other debris within the fill in some of the borings. Limestone bedrock was encountered at depths of near the ground surface to 19½ feet bgs at the boring locations. n We are recommending that the existing fills will be removed and replaced with structural backfill. Alternatively, ground improvement methods could be utilized to reduce the amount of existing fill excavation. n Bedrock excavation is anticipated over much of the building footprint to accommodate construction of the underground parking feature. ResponsiveResourcefulReliable 4 Geotechnical Engineering Report Scott Street & Levee Drive Parcels Shakopee, Minnesota June 8, 2018 Terracon Project No. MP185083 n Based on the anticipated foundation loads presented inProject Description, it is our opinion that the proposed building could be supported on spread footing foundations bearing on compacted granular structural fill or bedrock. A Terracon representative should observe subgrade conditions during earthwork activities. n Generally, the on-site soils appear to be suitable for use/reuse as structural fill. n This report is generated without the benefit of building, grading, or design details. Therefore, review of the design information, and confirmation that the recommendations in the report remain valid, is recommended. The professional opinions and recommendations presented in this report are based on evaluation of data developed by testing discrete samples obtained from widely spaced borings. Site subsurface conditions have been inferred from available data, but actual subsurface conditions will only be revealed by excavation. So that variations in subsurface conditions which may affect the design can be addressed as they are encountered, we recommend that Terracon be retained to observe excavation and perform tests during the site preparation, earthwork and foundation construction phases of the project. TheGeneral Comments section provides an understanding of the report limitations. Additional Engineering Services This subsurface exploration program included a total of 19 soil borings, widely spaced across the site. Design information concerning building layout and floor levels, structural loading and design conditions, and site grading information is not available. Therefore, review of the design information (when available), and confirmation that the recommendations in the report remain valid, is recommended. Additional field exploration, laboratory testing, and engineering evaluations may be necessary. EARTHWORK Bedrock was encountered at depths ranging from near the existing ground surface to 19½ feet bgs at the site. Based on our field exploration and our understanding of proposed site grading, excavation of bedrock is anticipated in the planned building area. It is our opinion that the bedrock encountered on the site is generally suitable to support the proposed structures on spread footings foundations provided that our subgrade preparation recommendations are followed. ResponsiveResourcefulReliable 5 Geotechnical Engineering Report Scott Street & Levee Drive Parcels Shakopee, Minnesota June 8, 2018 Terracon Project No. MP185083 Earthwork on this project should be observed and evaluated by Terracon. Recommendations for site preparation, excavation, subgrade preparation and fill placement are provided in the following sections. Existing Fill As noted inGeotechnical Characterization, the borings encountered existing fill to depths ranging from about 2½ to 19½ feet. The existing fill is generally comprised of silty sand, sand, clayey sand and sandy lean clay with varying amounts of gravel and other debris. We anticipate that much of the existing fill material will be removed as part of the excavation of the below grade parking area of the proposed building. The fill appears to have been placed in a controlled manner, but we have no records of control during fill placement or specifications concerning placement and compaction. Therefore, there is risk for the Owner of excessive total/differential settlement when supporting structures on the existing fill materials, as low density zones or other unsuitable materials may be present. The risk of excessive total and/or differential settlement of existing fill materials is recommended to be mitigated by thecomplete removal of existing fill materials below the area of the planned construction during mass grading operations. We anticipate that removal of existing fill will require undercuts ranging from about 2½ to 19½ feet. Excavation Considerations Excavations on the order of 12 feet bgs are anticipated for construction of the below-grade parking area and are expected to extend through the existing fill materials and encounter bedrock at st portions of the building closer to 1 Avenue West. Anomalous boulders or cobbles or other debris could also be encountered during the excavation. Unbraced sloped excavations in the fill and native sands are expected to be relatively broad and could potentially encroach upon adjacent structures and streets. To reduce the overall width of the excavations and potential impact on adjacent structures and streets, installations of earth retention systems (i.e. permanent or temporary shoring), will be needed to protect adjacent existing structures and streets. Design and installation of shoring systems should be provided by the contractor. Structures, slabs, and pavements adjacent to the excavation could become undermined if sloughing occurs while the excavation remains open during construction. Flowable fills, mudjacking, or grouting could be needed during backfilling operations adjacent to existing structures. Terracon can assist this process by performing preconstruction surveys of existing structures, by assisting in developing a settlement monitoring program, and by vibration monitoring. ResponsiveResourcefulReliable 6 Geotechnical Engineering Report Scott Street & Levee Drive Parcels Shakopee, Minnesota June 8, 2018 Terracon Project No. MP185083 Bedrock Excavation Bedrock is anticipated to be encountered at depths near the existing ground surface to about 19 ½ feet bgs based on the borings performed at the site. Excavation of the bedrock to develop the subgrade level for the lower parking level, or for foundation and utility installation could be difficult and require the use of large backhoes with rock teeth or hoe rams, or dozers with ripping attachments. The contractor should also expect to encounter boulder and cobble size fragments and possible nodules of slag or other debris within the existing fill. We anticipated that the amount of weathering of the bedrock surface may be variable across the site as this was observed in our rock cores (photos and descriptions of the rock cores are included inExploration Results). Any excavations into the bedrock for utilities or foundations will also be difficult and overbreakage could occur potentially resulting in larger quantities of excavation and backfill materials. Rock excavation depends not only on the rock hardness, weathering and fracture frequency, but also the contractor’s equipment, capabilities and experience. Therefore, it is the contractor’s responsibility to determine the most effective methods for excavation. Site Preparation We expect existing pavements and structures in new construction areas will be removed. Demolition should include complete removal of all abandoned utilities, pavements, and foundations. Site preparation should also include stripping of all vegetation, organic soils, root systems, and any soft, frozen or otherwise unsuitable materials (if encountered). The depth of removal of unsuitable materials should be evaluated by Terracon personnel during construction. Following stripping, existing fill materials should be completely removed below the footprint area of the planned construction. Consideration should be given to the excavation of test pits prior to construction to further evaluate the depth, extent, and composition of existing fill materials. Subgrade stabilization will be required where saturated and/or loose sands are exposed at the base of the undercut. We recommend the exposed subgrade be proofrolled to help delineate soft, disturbed, or low- density fill zones. Proofrolling should be accomplished using a fully loaded, tandem axle dump truck or other equipment providing an equivalent subgrade loading (minimum gross weight of 25 tons is recommended for the proofrolling equipment). A vibratory smooth drum roller (minimum gross weight of 10 tons) should be used in areas were sands are exposed. Unstable areas identified by proofrolling should either be undercut to expose stable material and backfilled with structural fill or stabilized as described in this report. Following proofrolling, and prior to placement of structural fill in areas below design grade and after completion of rough grading in cut areas of the site, the exposed subgrade should be ResponsiveResourcefulReliable 7 Geotechnical Engineering Report Scott Street & Levee Drive Parcels Shakopee, Minnesota June 8, 2018 Terracon Project No. MP185083 scarified to a depth of 9 inches, moisture conditioned, and compacted to the density and water content ranges recommended in this report. Should unstable subgrade conditions be encountered or develop, stabilization measures will need to be employed. Improvement methods are influenced by schedule, weather, the size of the disturbed area, and the nature of the disturbance. Improvement methods include but are not limited to: n Scarification and Compaction – Soils can be scarified, moisture conditioned (i.e., dried or moistened), and compacted. The success of this procedure depends primarily upon favorable weather and sufficient time to manipulate the soils. Even with adequate time and favorable weather, stable subgrades may not be achieved if the thickness of the unstable material is greater than about 1 to 1½ feet. n Undercutting and Replacement with Crushed Stone/Aggregate – The use of crushed stone, crushed concrete, and/or gravel to replace loose soils could improve subgrade stability. To limit depths of potential undercuts, the use of a geotextile or geogrid could also be considered after underground work, such as utility construction, is completed. The specifications provided by the reinforcement product manufacturer should be verified prior to material purchase/delivery and placement at the site. Structural Fill Material Requirements Structural fill should meet the following material property requirements: 1 Fill TypeSoil ClassificationAcceptable Location for Placement Below floor slabs n Below foundations of at-grade structures if placed Existing fill of suitable during mass grading on stable subgrades classification n Sand soils can also be used below foundations of 2 On-site soils Sand (SP), at-grade structures in overexcavations Silty sand (SM), n Suitability for backfill adjacent to below grade walls dependent on lateral earth pressure parameters used for design Below foundations in overexcavations Below grade-supported floor slabs (granular soils should contain <15% passing No. 200 sieve) Imported granularGW, GP, GM, GC Backfill around structures materialSW, SP, SM, SC n Free-draining zones below slabs (granular soils should contain <6% passing No. 200 sieve) ResponsiveResourcefulReliable 8 Geotechnical Engineering Report Scott Street & Levee Drive Parcels Shakopee, Minnesota June 8, 2018 Terracon Project No. MP185083 1 Fill TypeSoil ClassificationAcceptable Location for Placement Well-graded, free-draining granular material placed adjacent to below-grade walls. A general gradation should be 100% passing the 1½-inch Imported drainage fillSP, SW, GW sieve, about 40% passing the No. 10 sieve, and less than 6% fines. CL, CH, MH, OL, OH, n Green (non-structural) locations Unsuitable material PT 1.Structural fill should consist of approved materials that are free of organic matter and debris, and particles larger than 3 inches in dimension. Frozen material should not be used, and fill should not be placed on a frozen subgrade. A sample of each material type should be submitted to the geotechnical engineer for evaluation prior to use on this site. 2.Sorting of topsoil and on-site soils containing debris, organics, etc., will be necessary. Delineation of unsuitable on-site soils should be performed in the field by a Terracon representative. Moisture conditioning of the on-site soils will be necessary to facilitate compaction. Appropriate laboratory tests, including standard Proctor (ASTM D698) moisture-density relationship tests, and Atterberg Limits should be performed on proposed fill materials. Further evaluation of any on-site soils or off-site fill materials should be performed by Terracon prior to their use. Structural Fill Compaction Requirements Structural fill should meet the following compaction requirements: ItemDescription n 9 inches or less in loose thickness when heavy, self- propelled compaction equipment is used Fill lift thickness n 4 inches in loose thickness when hand equipment (e.g., jumping jack, vibratory plate compactor, etc.) is used 1, 2, 3 n At least 98% Compaction of granular material 4 n Workable moisture levels Moisture content of granular material 1, 2 n At least 95% Compaction of cohesive material n-2% to +3% of optimum Moisture content of cohesive material ResponsiveResourcefulReliable 9 Geotechnical Engineering Report Scott Street & Levee Drive Parcels Shakopee, Minnesota June 8, 2018 Terracon Project No. MP185083 ItemDescription 1. Compaction values and moisture contents are relative to standard Proctor maximum dry density and optimum moisture content (ASTM D 698). 2. We recommend structural fill be tested for moisture content and compaction during placement. If the results of the in-place density tests indicate the specified moisture or compaction limits have not been met, the area represented by the test should be reworked and retested as required until the specified moisture and compaction requirements are achieved. 3. If the granular material is a coarse sand or gravel, is of a uniform size, or has a low fines content, compaction comparison to relative density may be more appropriate. In this case, granular materials should be compacted to at least 70% relative density (ASTM D 4253 and D 4254). 4. Specifically, the moisture content of the granular material should be at a level to achieve compaction without the granular material bulking during placement or pumping when proofrolled. Terracon should be retained to monitor fill placement and to perform field density tests as each lift of fill is placed in order to evaluate compliance with the design requirements. Terracon should be retained to observe and test subgrades immediately prior to paving. Grading and Drainage All grades must provide effective drainage away from the building during and after construction and should be maintained throughout the life of the structure. Water retained next to the building can result in soil movements greater than those discussed in this report. Greater movements can result in unacceptable differential floor slab and/or foundation movements, cracked slabs and walls, and roof leaks. The roof should have gutters/drains with downspouts that discharge onto splash blocks at a distance of at least 10 feet from the building. Exposed ground should be sloped and maintained at a minimum 5 percent away from the building for at least 10 feet beyond the perimeter of the building. Locally, flatter grades may be necessary to transition ADA access requirements for flatwork. After building construction and landscaping, final grades should be verified to document effective drainage has been achieved. Grades around the structure should also be periodically inspected and adjusted as necessary as part of the structure’s maintenance program. Where paving or flatwork abuts the structure a maintenance program should be established to effectively seal and maintain joints and prevent surface water infiltration. Earthwork Construction Considerations Upon completion of filling and grading, care should be taken to maintain the subgrade water content prior to construction of floor slabs. Construction traffic over the completed subgrades should be avoided. The site should also be graded to prevent ponding of surface water on the prepared subgrades or in excavations. Water collecting over, or adjacent to, construction areas should be removed. If the subgrade freezes, desiccates, saturates, or is disturbed, the affected ResponsiveResourcefulReliable 10 Geotechnical Engineering Report Scott Street & Levee Drive Parcels Shakopee, Minnesota June 8, 2018 Terracon Project No. MP185083 material should be removed, or the materials should be scarified, moisture conditioned, and recompacted, prior to floor slab construction. As a minimum, excavations should be performed in accordance with OSHA 29 CFR, Part 1926, Subpart P, “Excavations” and its appendices, and in accordance with any applicable local, and/or state regulations. Construction site safety is the sole responsibility of the contractor who controls the means, methods, and sequencing of construction operations. Under no circumstances shall the information provided herein be interpreted to mean Terracon is assuming responsibility for construction site safety, or the contractor's activities; such responsibility shall neither be implied nor inferred. SHALLOW FOUNDATIONS If the site has been prepared in accordance with the requirements noted inEarthwork, the following design parameters are applicable for shallow foundations. Design Parameters – Compressive Loads ItemDescription 3,000 psf (higher bearing capacity is possible 1, 2 Maximum Net Allowable Bearing pressure if a ground improvement system is installed) Granular structural fill (overexcavation and 3 backfill procedure) Required Bearing Stratum Weathered bedrock Columns:30 inches Minimum Foundation Dimensions Continuous: 18 inches For materials placed adjacent to footings: 4 Ultimate Passive Resistance 285 pcf (cohesive backfill) (equivalent fluid pressures) 360 pcf (granular backfill) Footings on compacted granular material: 5 Ultimate Coefficient of Sliding Friction 0.45 Unheated areas:5 feet 6 Minimum Embedment below Finished Grade Heated areas:3½ feet 2 Less than about 1 inch Estimated Total Settlement from Structural Loads 2, 7 Less than about 1 inch Estimated Differential Settlement ResponsiveResourcefulReliable 11 Geotechnical Engineering Report Scott Street & Levee Drive Parcels Shakopee, Minnesota June 8, 2018 Terracon Project No. MP185083 ItemDescription 1. The maximum net allowable bearing pressure is the pressure in excess of the minimum surrounding overburden pressure at the footing base elevation. An appropriate factor of safety has been applied. Values assume that exterior grades are no steeper than 20 percent within 10 feet of structure. 2. Values provided are for maximum loads noted inProject Description. 3. Unsuitable, disturbed, or soft soils should be over-excavated and replaced per the recommendations presented in theEarthwork. 4. Use of passive earth pressures require the sides of the excavation for the spread footing foundation to be nearly vertical and the concrete placed neat against these vertical faces or that the footing forms be removed and compacted structural fill be placed against the vertical footing face. 5. Can be used to compute sliding resistance where foundations are placed on suitable soil/materials. Should be neglected for foundations subject to net uplift conditions. 6. Embedment necessary to minimize the effects of frost and/or seasonal water content variations. For sloping ground, maintain depth below the lowest adjacent exterior grade within 5 horizontal feet of the structure. 7. Differential settlements are as measured over a span of 50 feet. Design Parameters - Uplift Loads Uplift resistance of spread footings can be developed from the effective weight of the footing and the overlying soils. As illustrated on the following figure, the effective weight of the soil prism defined by diagonal planes extending up from the top of the perimeter of the foundation to the ground surface at an angle, q, of 20 degrees from the vertical can be included in uplift resistance. The maximum allowable uplift capacity should be taken as a sum of the effective weight of soil plus the dead weight of the foundation, divided by an appropriate factor of safety. A maximum total unit weight of 100 pcf should be used for the backfill. This unit weight should be reduced to 40 pcf for portions of the backfill or natural soils below the highest anticipated groundwater elevation. ResponsiveResourcefulReliable 12 Geotechnical Engineering Report Scott Street & Levee Drive Parcels Shakopee, Minnesota June 8, 2018 Terracon Project No. MP185083 Foundation Construction Considerations As noted inEarthwork, the footing excavations should be evaluated under the direction of the Geotechnical Engineer. The base of all foundation excavations should be free of water and loose soil, prior to placing concrete. Concrete should be placed soon after excavating to reduce bearing soil disturbance. Care should be taken to prevent wetting or drying of the bearing materials during construction. Excessively wet or dry material or any loose/disturbed material in the bottom of the footing excavations should be removed/reconditioned before foundation concrete is placed. If unsuitable bearing soils are encountered at the base of the planned footing excavation, the excavation should be extended deeper to suitable soils, and the footings could bear directly on these soils at the lower level or on lean concrete backfill placed in the excavations. This is illustrated on the sketch below. Over-excavation for structural fill placement below footings should be conducted as shown below. The over-excavation should be backfilled up to the footing base elevation with well-graded granular material placed as recommended in theEarthwork section. ResponsiveResourcefulReliable 13 Geotechnical Engineering Report Scott Street & Levee Drive Parcels Shakopee, Minnesota June 8, 2018 Terracon Project No. MP185083 GROUND IMPROVEMENT As an alternative to supporting the structure on bedrock and replacing the existing fill, the structure and potentially parking slabs could be supported on fill soils if ground improvement methods are utilized. These types of options can reduce the amount of existing fill excavation and increase the allowable bearing capacity. Ground improvement methods are proprietary systems designed by licensed contractors who could provide further information regarding support options once the building footprint and finished floor elevations are established. We should be contacted to provide further input if a ground improvement system is considered. PARKING SLABS Design parameters for heated parking slabs assume the requirements forEarthwork have been followed. Specific attention should be given to positive drainage away from the structure and. positive drainage of the aggregate base beneath the parking slab. Heated Parking Slab Design Parameters ItemDescription Minimum 6 inches of free-draining crushed aggregate compacted to at least 1 Slab Support 2, 3 98% of ASTM D 698 Estimated Modulus of 150 pounds per square inch per inch (psi/in) for point loads 2 Subgrade Reaction 1. Slabs should be structurally independent of building footings or walls to reduce the possibility of slab cracking caused by differential movements between the slab and foundation. 2. Modulus of subgrade reaction is an estimated value based upon our experience with the subgrade condition, the requirements noted inEarthwork, and the slab support as noted in this table. It is provided for point loads. For large area loads the modulus of subgrade reaction would be lower. 3. Free-draining granular material should have less than 6 percent fines (material passing the #200 sieve). Other design considerations such as cold temperatures and condensation development could warrant more extensive design provisions. The use of a vapor retarder should be considered beneath concrete slabs on grade covered with wood, tile, carpet, or other moisture sensitive or impervious coverings, or when the slab will support equipment sensitive to moisture. When conditions warrant the use of a vapor retarder, the slab designer should refer to ACI 302 and/or ACI 360 for procedures and cautions regarding the use and placement of a vapor retarder. Saw-cut control joints should be placed in the slab to help control the location and extent of cracking. For additional recommendations refer to the ACI Design Manual. Joints or cracks should be sealed with a water-proof, non-extruding compressible compound specifically recommended for heavy duty concrete pavement and wet environments. ResponsiveResourcefulReliable 14 Geotechnical Engineering Report Scott Street & Levee Drive Parcels Shakopee, Minnesota June 8, 2018 Terracon Project No. MP185083 A system of drain tiles should be installed to drain the granular layer below the lower level parking slab. The drain tiles should consist of perforated, rigid-pipe with a minimum diameter of 4 inches. We recommend the drain tiles be placed alongside the interior of the perimeter parking garage walls and at roughly 40 to 50 foot centers under the rest of the parking garage slab. The inverts of the drain tiles should be installed in trenches which are at least 12 inches wide and incised at least 6 inches into the clay subgrade. A filter fabric is recommended as a liner in the trenches and lapped on the subgrade around the trenches for a distance of 3 feet beyond the trench edges. The drain tiles should be surrounded by free-draining granular material graded to prevent the intrusion of fines. The free-draining material should not contain particle sizes capable of entering or clogging the drain pipe perforations, or the drain pipes can be wrapped with a filter-fabric “sock” to help prevent infiltration of fines. These drain pipes should be sloped to a reliable discharge point (i.e., storm sewer or sump pit and pump). If gravity drainage cannot be provided, the drainage system will require a system of sump pits and pumps. As a precautionary measure, we recommend at least two pumps for redundancy, and the pumping system should be provided with a backup power supply. All drains should be provided with cleanouts. Where slabs are tied to perimeter walls or turn-down slabs to meet structural or other construction objectives, our experience indicates differential movement between the walls and slabs will likely be observed in adjacent slab expansion joints or floor slab cracks beyond the length of the structural dowels. The Structural Engineer should account for potential differential settlement through use of sufficient control joints, appropriate reinforcing or other means. The slab can be stiffened as determined by the project Structural Engineer by adding steel reinforcement, grade beams and/or post-tensioned elements. Slab Construction Considerations The finished slab subgrade should be protected from traffic, rutting, or other disturbance and maintained in a relatively moist condition until floor slabs are constructed. If the subgrade should become damaged or desiccated prior to construction of floor slabs, the affected material should be removed and structural fill should be added to replace the resulting excavation. Final conditioning of the finished subgrade should be performed immediately prior to placement of the slab support course. The Geotechnical Engineer should approve the condition of the subgrades immediately prior to placement of the support course, reinforcing steel and concrete. Attention should be paid to high traffic areas that were rutted and disturbed earlier, and to areas where backfilled trenches are located. ResponsiveResourcefulReliable 15 Geotechnical Engineering Report Scott Street & Levee Drive Parcels Shakopee, Minnesota June 8, 2018 Terracon Project No. MP185083 LATERAL EARTH PRESSURES Design Parameters Structures with unbalanced backfill levels on opposite sides should be designed for earth pressures at least equal to values indicated in the following table. Earth pressures will be influenced by structural design of the walls, conditions of wall restraint, methods of construction and/or compaction and the strength of the materials being restrained. Two wall restraint conditions are shown. Active earth pressure is commonly used for design of free-standing cantilever retaining walls and assumes wall movement. The "at-rest" condition assumes no wall movement and is commonly used for basement walls, loading dock walls, or other walls restrained at the top. The recommended design lateral earth pressures do not include a factor of safety and do not provide for possible hydrostatic pressure on the walls (unless stated). Lateral Earth Pressure Design Parameters 2, 4, 5 Surcharge Effective Fluid Pressures (psf) Earth PressureCoefficient for 3, 4, 5 Pressure 12 6 ConditionBackfill Type Unsaturated p (psf) 1 Granular - 0.31(0.31)S(40)H Active (Ka) Fine Grained - 0.41(0.41)S(50)H Granular - 0.470.47)S(55)H At-Rest (Ko) Fine Grained - 0.58(0.58)S(70)H Granular - 3.25---(390)H Passive (Kp) Fine Grained - 2.46---(295)H 1. For active earth pressure, wall must rotate about base, with top lateral movements 0.002 H to 0.004 H, where H is wall height. For passive earth pressure, wall must move horizontally to mobilize resistance. 2. Uniform, horizontal backfill, compacted to at least 95 percent of the ASTM D 698 maximum dry density, rendering a maximum unit weight of 120 pcf. 3. Uniform surcharge, where S is surcharge pressure. 4. Loading from heavy compaction equipment is not included. 5. No safety factor is included. ResponsiveResourcefulReliable 16 Geotechnical Engineering Report Scott Street & Levee Drive Parcels Shakopee, Minnesota June 8, 2018 Terracon Project No. MP185083 Lateral Earth Pressure Design Parameters 2, 4, 5 Surcharge Effective Fluid Pressures (psf) Earth PressureCoefficient for 3, 4, 5 Pressure 12 6 ConditionBackfill Type Unsaturated p (psf) 1 6. In order to achieve “Unsaturated” conditions, follow guidelines inSubsurface Drainage for Below Grade Wallsbelow. “Submerged” conditions are recommended when drainage behind walls is not incorporated into the design. Backfill placed against structures should consist of granular soils or low plasticity cohesive soils. For the granular values to be valid, the granular backfill must extend out and up from the base of the wall at an angle of at least 45 and 60 degrees from vertical for the active and passive cases, respectively. Subsurface Drainage for Below Grade Walls To reduce hydrostatic pressure behind unbalanced walls, we recommend that a drain system be installed along the wall and extend to the foundation of the below grade walls. The wall drain system should be designed according to the following table. ItemDescription n Minimum 4-inch diameter rigid perforated pipe n Pipe perforations should be appropriately sized to prevent free- draining granular material from entering the subdrain pipe n Pipe invert should be at least 5 feet below proposed grade, or at the foundation of the below grade walls, whichever is deepest Wall drainage pipe n Drain lines should be sloped to provide positive gravity drainage to a reliable discharge point (e.g., storm sewer, sump pit and pump, etc.) n Pipes should be embedded in at least 4 inches of wall drainage backfill material n MnDOT Coarse Filter Aggregate or equivalent, or n Free-draining granular material encapsulated with non-woven geotextile filter fabric (Contech C60NW or equivalent) n At least a 2-foot wide section of free-draining granular fill located above Wall drainage backfill the drain line and adjacent to the walls, or 1 n A prefabricated drainage structure located above a drain line and the surrounding filter. 1. A prefabricated drainage structure is a plastic drainage core or mesh which is covered with filter fabric to prevent soil intrusion, and is fastened to the walls prior to placing backfill. If walls must resist combined hydrostatic and lateral earth pressures, then combined hydrostatic and lateral earth pressures should be calculated using the “undrained” values in the previous section. Water stops and other wall waterproofing measures should also be considered in designs. ResponsiveResourcefulReliable 17 Geotechnical Engineering Report Scott Street & Levee Drive Parcels Shakopee, Minnesota June 8, 2018 Terracon Project No. MP185083 FROST CONSIDERATIONS The soils on this site are frost susceptible, and small amounts of water can affect the performance of doorways, sidewalks and pavements. Exterior slabs should be expected to heave during winter months. If frost action needs to be eliminated in critical areas, we recommend the use of low-frost susceptible fill or structural slabs (e.g., structural stoops in front of building doors). Placement of low-frost susceptible material in large areas may not be feasible; however, the following recommendations are provided to help reduce potential frost heave: Provide surface drainage away from the building and slabs, and toward the site storm drainage system. Install drain tiles around the perimeter of the building, stoops, below exterior slabs and pavements, and connect them to the storm drainage system. Grade clayey subgrades, so groundwater potentially perched in overlying more permeable subgrades, such as sand or aggregate base layers, slope toward a site drainage system. Placing low-frost susceptible fill as backfill beneath slabs and pavements that are critical to the project. Place a 3:1 (horizontal to vertical) transition zone between low-frost susceptible fill and other soils. Place low-frost susceptible materials in critical sidewalk areas. STORMWATER MANAGEMENT Plans for the proposed stormwater management areas to be located west of Scott Street were not available to Terracon to review at the time of this report. Based on our exploration in the area (Borings B-2 through B-4), the excavations in the proposed area will most likely encounter silty sand fill materials. The fill material observed in Borings B-2 through B-4 have the following properties according to Minnesota Pollution Control Agency stormwater design infiltration rates. USCS ClassificationHydrologic Soil GroupInfiltration Rate (inches/hour) SMB0.45 ResponsiveResourcefulReliable 18 Geotechnical Engineering Report Scott Street & Levee Drive Parcels Shakopee, Minnesota June 8, 2018 Terracon Project No. MP185083 GENERAL COMMENTS Our analysis and opinions are based upon our understanding of the project, the geotechnical conditions in the area, and the data obtained from our site exploration. Natural variations will occur between boring locations or due to the modifying effects of construction or weather. The nature and extent of such variations may not become evident until during or after construction. Terracon should be retained to provide observation and testing services during pertinent construction phases. If variations appear, we can provide further evaluation and supplemental recommendations. If variations are noted in the absence of our observation and testing services on-site, we should be immediately notified so that we can provide evaluation and supplemental recommendations. Support of utilities and the floor slab above existing undocumented fill is discussed in this report. Even with the construction observation/testing recommended in this report, a risk remains for the owner Shakopee that unsuitable materials within or buried by the fill will not be discovered. This may result in a larger than normal settlement of the floor slab and utilities supported above existing fill. This risk cannot be eliminated without removing and replacing the existing fill. Terracon does not accept any risk if the owner Shakopee choses to support the slab over the existing fill. Our scope of services does not include either specifically or by implication any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. An environmental Supplemental Site Investigation was performed by Terracon as submitted under a separate report dated, June 1, 2018. Our services and any correspondence or collaboration through this system are intended for the sole benefit and exclusive use of Shakopee for specific application to the project discussed and are accomplished in accordance with generally accepted geotechnical engineering practices with no third party beneficiaries intended. Any third party access to services or correspondence is solely for information purposes to support the services provided by Terracon to our client. Reliance upon the services and any work product is limited to Shakopee, and is not intended for third parties. Any use or reliance of the provided information by third parties is done solely at their own risk. No warranties, either express or implied, are intended or made. Site characteristics as provided are for design purposes and not to estimate excavation cost. Any use of our report in that regard is done at the sole risk of the excavating cost estimator as there may be variations on the site that are not apparent in the data that could significantly impact excavation cost. Any parties charged with estimating excavation costs should seek their own site characterization for specific purposes to obtain the specific level of detail necessary for costing. Site safety, and cost estimating including, excavation support, and dewatering requirements/ design are the responsibility of others. If changes in the nature, design, or location of the project are planned, our conclusions and recommendations shall not be considered valid unless we review the changes and either verify or modify our conclusions in writing. SIGNATURE PAGE ResponsiveResourcefulReliable 19 Geotechnical Engineering Report Scott Street & Levee Drive Parcels Shakopee, Minnesota June 8, 2018 Terracon Project No. MP185083 SIGNATURE PAGE SIGNATURE PAGE I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. _______________________________________________________ Lisa M. Breuer, P.E. Date: June 8, 2018 Minnesota P.E. #19929 ResponsiveResourcefulReliable 20 ATTACHMENTS ATTACHMENTS Geotechnical Engineering Report Scott Street & Levee Drive Parcels Shakopee, Minnesota June 8, 2018 Terracon Project No. MP185083 EXPLORATION AND TESTING PROCEDURES Field Exploration 12 Boring NumberBoring Depth (feet)Location B-2 through B-4Auger refusal between 18.7 to 20Future stormwater area B-5 through B-20Auger refusal between 1.9 to 20.3Building area At similarly numbered boring C-5, C-10, C-17 through C-19Rock core 10 feet locations within the Building area 1.B-1 was not drilled due to access issues 2.Below ground surface Boring Layout and Elevations: Distances for laying out the borings were obtained by the drill crew using a measuring tape from the existing site features, and estimating right angles. We used a handheld GPS device to obtain latitude and longitude coordinates of the boring locations. The approximate elevations at the boring locations were obtained by the drill crew using an engineer’s level and rod, and are referenced to the sewer cover near Boring B-3 as a temporary benchmark. The boring locations and elevations should be considered accurate only to the degree implied by the means and methods used for these measurements. Subsurface Exploration Procedures: The borings were advanced using continuous flight hollow stem augers. Sampling was performed using split-barrel sampling procedures. In the split barrel sampling procedure, a standard 2-inch outer diameter split barrel sampling spoon is driven into the ground by a 140-pound automatic hammer falling a distance of 30 inches. The number of blows required to advance the sampling spoon the last 12 inches of a normal 18-inch penetration is recorded as the Standard Penetration Test (SPT) resistance value. The SPT resistance values, also referred to as N-values, are indicated on the boring logs at the test depths. The samples were containerized, taken to our laboratory for testing, and classified by the project engineer. In addition, we observed and record subsurface water levels during and after drilling. Rock coring was also performed at five boring locations. Water used as a drilling fluid for rock coring was discharged on site. Our exploration team prepared field logs as part of standard drilling operations including sampling depths, penetration distances, and other relevant sampling information, visual classifications of materials encountered during drilling, and our interpretation of subsurface conditions between samples. Boring logs included in our completed report are prepared from the field logs and represent the project engineer's interpretation, and include modifications based on observations and laboratory tests. ResponsiveResourcefulReliable Geotechnical Engineering Report Scott Street & Levee Drive Parcels Shakopee, Minnesota June 8, 2018 Terracon Project No. MP185083 Laboratory Testing The samples were tested in the laboratory to measure their natural water contents. These test results are provided on the boring logs included inExploration Results. The soil samples were also classified based on visual observation, texture, plasticity, and the limited laboratory testing described above. The soil descriptions presented on the boring logs are in accordance with the General Notes and Unified Soil Classification System (USCS) included in Supporting Information. The estimated USCS group symbols for native soil samples are shown on the boring logs, and a brief description of the USCS is included inSupporting Information. Rock sample classifications and descriptions are in accordance with the enclosed General Notes - Sedimentary Rock Classification (Supporting Information), and are based on tactile and visual observations of the core samples. Petrographic analysis may reveal other rock types. Percent recovery and rock quality designation (RQD) were also determined for the rock core samples and are provided on the boring logs. RQD is the percent of total length cored consisting of sound pieces at least 4 inches in length and is a measure of the in-situ rock quality. The percent recovery and RQD are related to rock soundness and quality as illustrated below: Relation of RQD and In-Situ Rock Quality (ASTM D6032) RQD (%)Rock Quality 90 – 100Excellent 75 – 90Good 50 – 75Fair 25 – 50Poor 0 – 25Very Poor ResponsiveResourcefulReliable SITE LOCATION AND EXPLORATION PLANS SITE LOCATION AND EXPLORATION PLAN EXPLORATION RESULTS EXPLORATION RESULTS ROCK CORE C-5 Depth 2 - 12 feet Recovery 95% RQD = 42 LIMESTONE, gray with rust staining, moderately to highly fractured, moderately weathered ROCK CORE C-10 Depth 4-14 feet Recovery 95% RQD= 65 LIMESTONE, gray with rust staining, moderately fractured, moderately weathered ROCK CORE C-17 Depth 3-13 feet Recovery 100% RDQ= 14 LIMESTONE, gray with rust staining, highly fractured, highly to moderately weathered, intermittent infilling with sand LIMESTONE, gray with rust staining, moderately f ractured and weathered ROCK CORE C-18 Depth 19-29 feet Recovery 85% RQD=56 ROCK CORE C-19 Depth 19-29 feet Recovery 75% RQD=32 LIMESTONE, gray with rust staining, moderately fractured, highly to moderately weathered, someclay infilling at about 27 feet SUPPORTING INFORMATION SUPPORTING INFORMATION GENERAL NOTES DESCRIPTION OF SYMBOLS AND ABBREVIATIONS Scott Street & Levee Drive ParcelsShakopee, Minnesota June 8, 2018Terracon Project No. MP185083 GENERAL NOTES NO ROCK SAMPLINGWATER LEVELFIELD TESTS Water Initially Encountered(HP) Hand Penetrometer AugerSplit SpoonWater Level After a Specified Period(T) Torvane of Time Water Level After a Specified Period(b/f) Standard Penetration Test (blows per foot) Shelby TubeMacro Coreof Time (PID) Photo-Ionization Detector Water levels indicated on the soil boring logs are the levels measured in the borehole at the times indicated. Ring SamplerRock Core(OVA) Organic Vapor Analyzer Subsurface water level variations will occur over time. In low permeability soils, accurate determination of subsurface water levels is not possible with short term (DCP) Dynamic Cone Penetrometer water level observations. Grab Sample No Recovery DESCRIPTIVE SOIL CLASSIFICATION Soil classification is based on the Unified Soil Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non-plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse-grained soils are defined on the basis of their in-place relative density and fine-grained soils on the basis of their consistency. LOCATION AND ELEVATION NOTES Unless otherwise noted, Latitude and Longitude are approximately determined using a hand-held GPS device. The accuracy of such devices is variable. Surface elevation data annotated with +/- indicates that no actual topographical survey was conducted to confirm the surface elevation. Instead, the surface elevation was approximately determined from topographic maps of the area. STRENGTH TERMS CONSISTENCY OF FINE-GRAINED SOILS RELATIVE DENSITY OF COARSE-GRAINED SOILS (50% or more passing the No. 200 sieve) (More than 50% retained on No. 200 sieve) Consistency determined by laboratory shear strength testing, field visual-manual procedures, or Density determined by Standard Penetration Resistance standard penetration resistance Standard Penetration or N-ValueStandard Penetration or N-Value Descriptive TermUnconfined Compressive Descriptive Term (Density) (Consistency)Strength, Qu, psf Blows/Ft.Blows/Ft. Very Loose0 – 3Very SoftLess than 5000 – 1 Loose4 – 9Soft500 to 10002 – 4 Medium Dense10 – 29Medium Stiff1000 to 20004 – 8 Dense30 – 50Stiff2000 to 40008 – 15 Very Dense> 50Very Stiff4000 to 800015 – 30 Hard> 8000> 30 RELATIVE PROPORTIONS OF SAND AND GRAVELGRAIN SIZE TERMINOLOGY Descriptive term(s) ofMajor component of Percent (%) of dry weightParticle size other constituentssample Trace< 15BouldersOver 12 in. (300mm) With15 – 29Cobbles12 in. to 3 in. (300mm to 75mm) Modifier> 30Gravel3 in. to #4 sieve (75mm to 4.75mm) Sand#4 to #200 sieve (4.75mm to 0.075mm) Silt or ClayPassing #200 sieve (0.075mm) RELATIVE PROPORTIONS OF FINESPLASTICITY DESCRIPTION Descriptive term(s) of Percent (%) of dry weightTermPlasticity Index other constituents Trace< 5Non plastic0 With5 – 12Low1 – 10 Modifier> 12Medium11 – 30 High> 30 ResponsiveResourcefulReliable UNIFIED SOIL CLASSIFICATION SYSTEM Scott Street & Levee Drive Parcels Shakopee, Minnesota June 8, 2018 Terracon Project No. MP185083 UNIFIED SOIL CLASSIFICATION SYSTEM Soil Classification A Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests Group B Group Name Symbol F E GW Well-graded gravel Cu ³ 4 and 1£ Cc£ 3 Clean Gravels: Gravels: C F E Less than 5% fines GP Poorly graded gravel Cu< 4 and/or 1> Cc> 3 More than 50% of F,G,H coarse fraction Fines classify as ML or MHGM Silty gravel Gravels with Fines: C Coarse-Grained Soils: retained on No. 4 sieve F,G,H More than 12% fines Fines classify as CL or CHGC Clayey gravel More than 50% retained E I Cu ³ 6 and 1£ Cc£ 3SW Well-graded sand Clean Sands: Sands: on No. 200 sieve D E I Less than 5% fines Cu< 6 and/or 1> Cc> 3SP Poorly graded sand 50% or more of coarse G,H,I fraction passes No. 4 Fines classify as ML or MHSM Silty sand Sands with Fines: D sieve G,H,I More than 12% fines Fines classify as CL or CHSC Clayey sand K,L,M PI> 7 and plots on or above “A” line CL Lean clay Inorganic: J J K,L,M PI< 4 or plots below “A” lineML Silt Silts and Clays: K,L,M,N Liquid limit less than 50 Liquid limit - oven dried Organic clay Organic:OL < 0.75 Fine-Grained Soils: K,L,M,O Liquid limit - not dried Organic silt 50% or more passes the K,L,M PI plots on or above “A” lineCH Fat clay No. 200 sieve Inorganic: K,L,M PI plots below “A” lineMH Elastic Silt Silts and Clays: K,L,M,P Liquid limit 50 or more Liquid limit - oven driedOrganic clay Organic:OH < 0.75 K,L,M,Q Liquid limit - not driedOrganic silt Highly organic soils:Primarily organic matter, dark in color, and organic odorPT Peat AH Based on the material passing the 3-inch (75-mm) sieveIf fines are organic, add “with organic fines” to group name. B I If field sample contained cobbles or boulders, or both, add “with If soil contains ³ 15% gravel, add “with gravel” to group name. J cobbles or boulders, or both” to group name. If Atterberg limits plot in shaded area, soil is a CL-ML, silty clay. C K Gravels with 5 to 12% fines require dual symbols: GW-GM well-graded If soil contains 15 to 29% plus No. 200, add “with sand” or “with gravel with silt, GW-GC well-graded gravel with clay, GP-GM poorly gravel,” whichever is predominant. L graded gravel with silt, GP-GC poorly graded gravel with clay. If soil contains ³ 30% plus No. 200 predominantly sand, add “sandy” D Sands with 5 to 12% fines require dual symbols: SW-SM well-graded to group name. M sand with silt, SW-SC well-graded sand with clay, SP-SM poorly graded If soil contains ³ 30% plus No. 200, predominantly gravel, add sand with silt, SP-SC poorly graded sand with clay “gravelly” to group name. N 2 PI ³ 4 and plots on or above “A” line. (D) 30 E O Cu = D/D Cc = PI< 4 or plots below “A” line. 6010 P DxD PI plots on or above “A” line. 1060 Q PI plots below “A” line. F If soil contains ³ 15% sand, add “with sand” to group name. G If fines classify as CL-ML, use dual symbol GC-GM, or SC-SM. ResponsiveResourcefulReliable GENERAL NOTES Sedimentary Rock Classification DESCRIPTIVE ROCK CLASSIFICATION: Sedimentary rocks are composed of cemented clay, silt and sand sized particles. The most common minerals are clay, quartz and calcite. Rock composed primarily of calcite is called limestone; rock of sand size grains is called sandstone, or shale. Modifiers such as shaly, sandy, Dolomitic, calcareous, carbonaceous, etc. are used to describe various constituents. Examples: sandy shale; calcareous sandstone. LIMESTONE Light to dark colored, crystalline to fine-grained texture, composed of CaCo, reacts 3 readily with HCI. DOLOMITE Light to dark colored, crystalline to fine-grained texture, composed of CaMg(CO), harder 32 than limestone, reacts with HCI when powdered. CHERTLight to dark colored, very fine-grained texture, composed of micro-crystalline quarts (SiO), brittle breaks into angular fragments, will scratch glass. 2 SHALE Very fine-grained texture, composed of consolidated silt or clay, bedded in thin layers. The unlaminated equivalent is frequently referred to as siltstone, claystone or mudstone. SANDSTONE Usually light colored, coarse to fine texture, composed of cemented sand size grains of quartz, feldspar, etc. Cement usually is silica but may be such minerals as calcite, iron- oxide, or some other carbonate. CONGLOMERATE Rounded rock fragments of variable mineralogy varying in size from near sand to boulder size but usually pebble to cobble size (1/2 inch to 6 inches:. Cemented together with various cementing agents. Breccia is similar but composed of angular, fractured rock particles cemented together. DEGREE OF WEATHERING: SLIGHT Slight decomposition of parent material on joints. May be color change. MODERATE Some decomposition and color change throughout. HIGH Rock highly decomposed, may be extremely broken. Classification of rock materials has been estimated from disturbed samples. Core samples and petrographic analysis may reveal other rock types. Responsive Resourceful Reliable C-3 a3125036r01.docx DESCRIPTION OF ROCK PROPERTIES Scott Street & Levee Drive Parcels Shakopee, Minnesota June 8, 2018 Terracon Project No. MP185083 ROCK VERSION 1 WEATHERING TermDescription UnweatheredNo visible sign of rock material weathering, perhaps slight discoloration on major discontinuity surfaces. SlightlyDiscoloration indicates weathering of rock material and discontinuity surfaces. All the rock material may be weathereddiscolored by weathering and may be somewhat weaker externally than in its fresh condition. ModeratelyLess than half of the rock material is decomposed and/or disintegrated to a soil. Fresh or discolored rock is weatheredpresent either as a continuous framework or as corestones. HighlyMore than half of the rock material is decomposed and/or disintegrated to a soil. Fresh or discolored rock is weatheredpresent either as a discontinuous framework or as corestones. Completely All rock material is decomposed and/or disintegrated to soil. The original mass structure is still largely intact. weathered All rock material is converted to soil. The mass structure and material fabric are destroyed. There is a large Residual soil change in volume, but the soil has not been significantly transported. STRENGTH OR HARDNESS Uniaxial Compressive DescriptionField Identification Strength, psi (MPa) Extremely weakIndented by thumbnail40-150 (0.3-1) Crumbles under firm blows with point of geological hammer, can be Very weak150-700 (1-5) peeled by a pocket knife Can be peeled by a pocket knife with difficulty, shallow indentations Weak rock700-4,000 (5-30) made by firm blow with point of geological hammer Cannot be scraped or peeled with a pocket knife, specimen can be Medium strong4,000-7,000 (30-50) fractured with single firm blow of geological hammer Specimen requires more than one blow of geological hammer to Strong rock7,000-15,000 (50-100) fracture it Very strongSpecimen requires many blows of geological hammer to fracture it15,000-36,000 (100-250) Extremely strongSpecimen can only be chipped with geological hammer>36,000 (>250) DISCONTINUITY DESCRIPTION Fracture Spacing (Joints, Faults, Other Fractures)Bedding Spacing (May Include Foliation or Banding) DescriptionSpacingDescriptionSpacing Extremely close< ¾ in (<19 mm)Laminated< ½ in (<12 mm) Very close¾ in – 2-1/2 in (19 - 60 mm)Very thin½ in – 2 in (12 – 50 mm) Close2-1/2 in – 8 in (60 – 200 mm)Thin2 in – 1 ft. (50 – 300 mm) Moderate8 in – 2 ft. (200 – 600 mm)Medium1 ft. – 3 ft. (300 – 900 mm) Wide2 ft. – 6 ft. (600 mm – 2.0 m)Thick3 ft. – 10 ft. (900 mm – 3 m) Very Wide6 ft. – 20 ft. (2.0 – 6 m)Massive> 10 ft. (3 m) Discontinuity Orientation (Angle): Measure the angle of discontinuity relative to a plane perpendicular to the longitudinal axis of the core. (For most cases, the core axis is vertical; therefore, the plane perpendicular to the core axis is horizontal.) For example, a horizontal bedding plane would have a 0-degree angle. 1 ROCK QUALITY DESIGNATION (RQD) DescriptionRQD Value (%) Very Poor0 - 25 Poor25 – 50 Fair50 – 75 Good75 – 90 Excellent90 - 100 1. The combined length of all sound and intact core segments equal to or greater than 4 inches in length, expressed as a percentage of the total core run length. Reference: U.S. Department of Transportation, Federal Highway Administration, Publication No FHWA-NHI-10-034, December 2009 Technical Manual for Design and Construction of Road Tunnels – Civil Elements ResponsiveResourcefulReliable Shakopee, Minnesota Shakopee Economic Development Authority Modification to Redevelopment Plan for Minnesota River Valley Housing and Redevelopment Project No. 1 And Tax Increment Financing Plan for Tax Increment Financing (Redevelopment) District No.19 (Riverfront BluffRedevelopmentProject) Dated: June 27, 2018 Public Hearing Scheduled: July 3, 2018 Prepared by: SPRINGSTED INCORPORATED 380 Jackson Street, Suite 300 St. Paul, MN 55101-2887 (651) 223-3000 WWW.SPRINGSTED.COM TABLE OF CONTENTS SectionI-BACKGROUNDPage(s) AIntroduction ...................................................................................................................1 BDefinitions ....................................................................................................................1 SectionII –MODIFICATION TO REDEVELOPMENT PLAN FOR MINNESOTA RIVER VALLEY HOUSING AND REDEVELOPMENT PROJECT NO. 1 SectionIII –TAX INCREMENT FINANCING PLAN FOR TIF DISTRICT NO. 19Page(s) A.Statutory Authorization..............................................................................................................................2 B.Statement of Need and Public Purpose....................................................................................................2 C.Statement of Objectives............................................................................................................................2 D.Designation of Tax Increment Financing District as a Redevelopment District.........................................2 E.Duration of theTIF District ........................................................................................................................3 F.Property to beIncluded in the TIF District.................................................................................................3 G.Property to be Acquired in the TIF District.................................................................................................4 H.Specific Development Expected to Occur Within the TIF District..............................................................4 I.Findings and Need for Tax Increment Financing.......................................................................................4 J.Estimated Public Costs..............................................................................................................................5 K.Estimated Sources of Revenue.................................................................................................................6 L.Estimated Amount of Bonded Indebtedness.............................................................................................6 M.Original Net Tax Capacity..........................................................................................................................6 N.Original Tax Capacity Rate........................................................................................................................7 O.Projected Retained Captured Net Tax Capacity and Projected Tax Increment.........................................8 P.Use of Tax Increment................................................................................................................................8 Q.Excess Tax Increment...............................................................................................................................9 R.Tax Increment Pooling and the Five-YearRule.........................................................................................9 S.Limitation on Administrative Expenses......................................................................................................10 T.Limitation on Property Not Subject to Improvements -Four Year Rule.....................................................10 U.Estimated Impact on Other Taxing Jurisdictions.......................................................................................10 V.Prior Planned Improvements.....................................................................................................................11 W.Development Agreements.........................................................................................................................11 X.Assessment Agreements...........................................................................................................................11 Y.Modifications of the Tax Increment Financing Plan...................................................................................12 Z.Administration of the Tax Increment Financing Plan.................................................................................12 AA.Financial Reporting and Disclosure Requirements....................................................................................13 Map of the Tax Increment Financing Districtwithin boundaries of Project Area No. 1........................EXHIBITI Assumptions Report...........................................................................................................................EXHIBIT II Projected Tax Increment Report.........................................................................................................EXHIBITIII Estimated Impact on Other Taxing Jurisdictions Report.....................................................................EXHIBITIV Market Value Analysis Report.............................................................................................................EXHIBIT V Projected Pay-As-You-Go Note Report..............................................................................................EXHIBIT VI Projected Interfund LoanReport.........................................................................................................EXHIBIT VII Executive Summary TIF District Qualification Report.........................................................................EXHIBIT VIII City of Shakopeeand Shakopee Economic Development Authority, Minnesota I.–BACKGROUND Section A Introduction The City created the Minnesota River Valley Housing and Redevelopment Project No. 1 on January 2, 1979 (originally designated as Valley Industrial Park Redevelopment Project No. 1) and transferred that project to the Economic Development Authority for the City of Shakopee (the “Authority”) upon creation of the Authority in 1995. The Authority and City have now determined a need to create Tax Increment Financing District No. 19, a redevelopment district, within the Project. Section BDefinitions The terms defined in this section have the meanings given herein, unless the context in which they are used indicates a different meaning: "Authority"means the ShakopeeEconomic Development Authority. "City"means the City of Shakopee, Minnesota; also referred to as a "Municipality". "City Council"means the City Council of the City; also referred to as the "Governing Body". "County"meansScottCounty, Minnesota. "Project"meansthe Minnesota River Valley Housing and Redevelopment ProjectNo.1. “Project Area”means the property within the Project, as described in the Project Plan and as shown in Exhibit I attached. “Project Plan”meansthe Redevelopment Plan for the Project, as modified from time to time. "School District"means Independent School District No. 720, Minnesota. "State"means the State of Minnesota. "TIF Act"means Minnesota Statutes, Sections 469.174 through 469.1794, both inclusive. "TIF District"means Tax Increment Financing (Redevelopment) District No.19. "TIF Plan"means the tax increment financing plan for the TIF District (this document). II.–MODIFICATION TO REDEVELOPMENT PLAN FOR MINNESOTA RIVER VALLEY HOUSING AND REDEVELOPMENT PROJECT NO. 1 The City and the Authority intend, through this document, to modify the Project Plan for the Project. Section 1.6 (regarding parcels to be acquiredwithin the Project), Section 1.7 (regarding estimated public improvementcosts within the Project) and Section 1.8 (regarding public improvements and facilities within the Project) of the existing Project Plan are deemed modified to incorporate the terms of the TIF Plan following in Section III of this document. The boundariesand general objectives of the Project remain unchanged. SPRINGSTED Page 1 City of Shakopeeand Shakopee Economic Development Authority, Minnesota III.–TAX INCREMENT FINANCING PLAN FOR TAX INCREMENT FINANCING DISTRICT NO. 19 Section AStatutory Authorization The Authority, with approval of the City Council, is authorized to establish TIF District No. 19and this TIF Plan pursuant to the Act and the TIF Act. Section BStatement of Need and Public Purpose The Authority has determined that conditions exist within the ProjectArea which have prevented further development of land by private enterprise. It has been found that the ProjectArea is potentially more useful and valuable for contributing to the public health, safety and welfare than has been realized under existing development. The development of these parcels is not attainable in the foreseeable future without the intervention of the Authority in the private development process. The Authorityhas prepared the Project Plan, which provides for the elimination of these conditions, thereby making the land useful and valuable for contributing to the public health, safety and welfare. Section CStatement of Objectives The objectives outlined in Section 1.4 of the Project Plan, as amended, are incorporated herein by reference. Section DDesignation of Tax Increment Financing District as aRedevelopment District Redevelopment districts are a type of tax increment financing district in which one or more of the following conditions exists and is reasonably distributed throughout the district: (1)parcels comprising at least 70% of the area of the district are occupied by buildings, streets, utilities, paved or gravel parking lots, or other similar structures and more than 50% of the buildings, not including outbuildings, are structurally substandard requiring substantial renovation or clearance. A parcel is deemed "occupied" if at least 15% of the area of the parcel contains buildings, streets, utilities, paved or gravel parking lots; or other similar structures. (2)the property consists of vacant, unused, underused, inappropriately used, or infrequently used railyards, rail storage facilities, or excessive or vacated railroad right-of-ways; or (3)tank facilities, or property whose immediately previous use was for tank facilities, as defined in section 115C.02, subdivision 15, if the tank facilities: (i)have or had a capacity of more than 1,000,000 gallons; (ii)are located adjacent to rail facilities; and (iii)have been removed or are unused, underused, inappropriately used, or infrequently used. (iv)A qualifying disaster area, as defined in subdivision 10b. For districts consisting of two more noncontiguous areas, each area must individually qualify under the provisions listed above, as well as the entire area must also qualify as a whole. The TIF District qualifies as a redevelopment district in that it meets all of the criteria listed in (1) above. An executive summary of a report prepared by LHB, Inc. that details the qualifications is included in Exhibit VII. A copy of the entire report with supporting facts and documentation for this determination is on file with the City and is available to the public upon request. The full report will be retained by the City for the life of the TIF District. SPRINGSTED Page 2 City of Shakopeeand Shakopee Economic Development Authority, Minnesota "Structurally substandard" is defined as buildings containing defects in structural elements or a combination of deficiencies in essential utilities and facilities, light and ventilation, fire protection including adequate egress, layout and condition of interior partitions, or similar factors which defects or deficiencies are of sufficient total significance to justify substantial renovation or clearance. Generally, a building is not structurally substandard if it is in compliance with the building code applicable to a new building, or could be modified to satisfy the existing code at a cost of less than 15% of the cost of constructing a new structure of the same size and type. A city may not find that a building is structurally substandard without an interior inspection, unless it cannotgain access to the property and there exists evidence which supports the structurally substandard finding. Such evidence includes recent fire or police inspections, on-site property tax appraisals or housing inspections, exterior evidence of deterioration, or other similar reliable evidence. Written documentation of the findings and reasons why an interior inspection was not conducted must be made and retained. A parcel is deemed to be occupied by a structurally substandardbuilding if the following conditions are met: (1)the parcel was occupied by a substandard building within three years of the filing of the request for certification of the parcel as part of the district; (2)the demolition or removal of the substandard building was performed or financed by the Authority, or was performed by a developer under a development agreement with the Authority, (3)the Authority found by resolution before such demolition or removal occurredthat the building was structurally substandard and that the Authority intended to include the parcel in the TIF district, and (4)the Authoritynotifies the county auditor that the original tax capacity of the parcel must be adjusted upon filing the request for certification of the tax capacity of the parcel as part of a district. In the case of (4) above, the County Auditor shall certify the original net tax capacity of the parcel to be the greater of (a)the current tax capacity of the parcel, or (b)a computed tax capacity of the parcel using the estimated market value of the parcel for the year in which the demolition or removal occurred, and the appropriate classification rate(s) for the current year. At least 90 percent of the tax increment from a redevelopment district must be used to finance the cost of correcting conditions that allow designation as a redevelopment district. These costs include, but are not limited to, acquiring properties containing structurally substandard buildings or improvementsor hazardous substances, pollution, or contaminants, acquiring adjacent parcels necessary to provide a site of sufficient size to permit development, demolition and rehabilitation of structures, clearing of land, removal of hazardous substances or remediation necessary to develop the land, and installation of utilities, roads, sidewalks, and parking facilities for the site. The allocated administrative expenses of the Authority may be included in the qualifying costs. Section EDuration of the TIF District Redevelopment districtsmay remain in existence 25years from the date of receipt by the Authorityof the first tax increment. The Authorityanticipates that the TIF District will remain in existencefor a period of 26total years(projected to be through the year 2046). Modifications of this plan (see Section AA) shall not extend these limitations. All tax increments from taxes payable in the year the TIF District is decertified shall be paid to the Authority.Pursuant to MN Statutes, Section 469.175, Subdivision 1(b) the City elects to delay receipt of first increment until 2021 Section FProperty to be Included in the TIF District The TIF District is an approximate1.5acre areaof land located within the Project Area. A map showing the location of the TIF District is shown in ExhibitI. The boundaries and area encompassed by the TIF District are described below: SPRINGSTED Page 3 City of Shakopeeand Shakopee Economic Development Authority, Minnesota Parcel Number*Legal Description* 270010830 Lots 2 and 3, except the East 10 feet of Lot 3, Block 7 \[Abstract\] City of Shakopee according to the plat thereof, Scott County, Minnesota 270010820 270010810 Lot 1, Block 7, City of Shakopee according to the plat thereof, Scott County, Minnesota 270010890 Lot 8, Block 7, City of Shakopee according to the plat thereof, Scott County, Minnesota 270010870 Lot 6, Block 7, City of Shakopee according to the plat thereof, Scott County, Minnesota 270010880 Lot 8, Block 7, City of Shakopee according to the plat thereof, Scott County, Minnesota *The parcels within the District maybe replattedas part of development. The legal descriptions and parcel numbers represent the parcels prior to replatting. The area encompassed by the TIF District shall also include the entirety of all street or utility right-of-wayslocated upon or adjacent to the property described above. Section GProperty to be Acquired in the TIF District The Authority may acquire and sell any or all of the property located within the TIF District; and the Authority does anticipate acquiringand sellingproperty. Section HSpecific Development Expected to Occur Within the TIF District The proposed development is anticipated toinclude the development of a 125-unit market-rate apartment building containing a 3,500 square foot restaurant space. Additionally, an approximately 180 unit parking garage is proposed to be constructed as part of the development as well. The redevelopment will also include corresponding demolition, geotechnical work, site work, parking improvements, utilities, and sidewalks, and other eligible improvements associated with the project. It is anticipated tax increment will be used to finance a portion of the TIF eligible costs incurred in the development of the site. In addition, the Authority anticipates using available tax increment for related administrative expenses, pooling for TIF-eligible improvements outside of the boundaries of the district but within the Project Area for eligible purposes set forth in Minn. Stat. section 469.176 subd. 4c., and any other eligible expenditures associated with the development of the site. Construction is projected to begin in 2018 and continue through 2019. The development is expected to be fully constructed by the end of 2019, and be 100% assessed and on the tax rolls as of January 2, 2020for taxes payable in 2021.The first receipt of increment has been elected to be delayed until taxes payable 2021. At the time this document was prepared there were no signed construction contracts with regards to the above described development. Section IFindings and Need for Tax Increment Financing In establishing the TIF District, the Authoritymakes the following findings: (1)The TIF District qualifies as a redevelopment district; SPRINGSTED Page 4 City of Shakopeeand Shakopee Economic Development Authority, Minnesota See Section Dand Exhibit VII of this document for the reasons and facts supporting this finding. (2)The proposed development, in the opinion of the Authority, would not reasonably be expected to occur solely through private investment within the reasonably foreseeable future, and the increased market value of the site that could reasonably be expected to occur withoutthe use of tax increment would be less than the increase in market value estimated to result from the proposed development after subtracting the present value of the projected tax increments for the maximum duration of the TIF District permitted by the TIF Plan. Factual basis: Proposeddevelopment not expected to occur: The proposedredevelopment includes the construction of a 125-unit market rate apartment building. A key component to the redevelopment is the reimbursement of TIF eligible site development and acquisition expenses through tax increments. The developer has indicated they would not undertake the proposed redevelopment without the financial assistance due the financial burden of acquiring and redeveloping the site, along with bedrock soil conditions. Without the assistance the Authority has no reason to expect that significant reinvestment in the site would occur without assistance similar to that provided in this plan. Therefore, the Authority has no reason to believe the development would occur but-for the use of tax increment assistance. To summarize the basis for the Authority’s findings regarding alternative market value, in accordance with Minnesota Statutes, Section 469.175, Subd. 3(d), the Authoritymakes the following determinations: a.The Authority’s estimate of the amount by which the market value of the site will increase without the use of tax increment financing is $0 (for the reasons described above), except some unknown amount of appreciation. b.If the proposed development to be assisted with tax increment occurs in the District, the total increase in market valuewould be approximately $18,483,800,including the value of the buildings(See Exhibit V). c. The present value of tax increments from the District for the maximum duration of the district permitted by the TIF Plan is estimatedto be $3,847,461(See Exhibit V). d.Even if some development other than the proposed development were to occur, the Authorityfinds that no alternative would occur that would produce a market value increase greater than $14,636,339(the amount in clause b less the amount inclause c) without tax increment assistance. (3)The TIF Plan would afford maximum opportunity, consistent with the sound needs of the Authority as a whole, for development of the Project Area by private enterprise. Factual basis:The proposed developmentis the construction of a125-unit apartment building, in the Project Area, that is expected to create substantial new tax base for the City and the State. The development clearly meets the Authority’s economic development goals in terms of land use,the removal of blight, the creation of housing, and the creation of jobs. (4)The TIF Plan conforms to general plans for development of the City as a whole. Factual basis: The City Planning Commission has determined that the development proposed in the TIF Plan conforms to the City comprehensive plan. SPRINGSTED Page 5 City of Shakopeeand Shakopee Economic Development Authority, Minnesota Section JEstimated Public Costs The estimated public costs of the TIF District are listed below. Such costs are eligible for reimbursement from tax increments of the TIF District. Developer reimbursable TIF eligible costs for site improvements/infrastructure $2,811,700 costs, contamination costs, and other eligible expenses City Land Acquisition Interfund Loan Repayment$725,000 Developer Pay-go Note Interest Payments$2,767,059 City Intefund Loan Interest Payments$454,857 Administrative expenses$779,714 OtherTIF EligibleExpenditures$258,689 Total$7,797,010 The Authorityreserves the right to administratively adjust the amount of any of the items listed above or to incorporate additional eligible items, so long as the total estimated public cost is not increased.The Authority also reserves the right to fund any of the identified costs with any other legally available revenues, but anticipates thatsuch costs will be primarily financed with tax increments. The Authority reserves the right to spend available tax increment outside of the TIF District boundaries but within the Project Area. Section KEstimated Sources of Revenue Tax Increment revenue(Net of OSA Deduction)$7,797,010 Interest on invested funds- Bond proceeds- Loan proceeds- Grants- Other- Total$7,797,010 The Authorityanticipates providing financial assistancefor public infrastructurecosts, and other TIF eligible expenses to the proposed development with interfund loans and on a pay-as-you-go basis. As tax increments are collected from the TIF District in future years, a portion of these taxes will be used by theAuthority to reimbursethe developer/owner for public costs incurred (see Section J). The Authorityreserves the right to finance any or all public costs of the TIF District using pay-as-you-go assistance, internal funding, general obligation or revenue debt(referred to together as “TIF Bonds”), or any other financing mechanism authorized by law. The Authorityalso reserves the right to use other sources of revenue legally applicable to the Project Area topay for such costs including, but not limited to, special assessments, utility revenues, federal or state funds, and investment income. Section LEstimated Amount of Bonded Indebtedness The Authority currently plans to issue bonds in the form of one or more pay-as-you-go revenue notes, but reserves the right to issue bonds in any form, including without limitation any interfund loan with interest not to exceed the maximum permitted under Section 469.178,subd. 7 of the TIF act. Such bonds shall be issued in an amount not to exceed $7,797,010 (total estimated public cost). Section MOriginal Net Tax Capacity The County Auditorshall certify the original net tax capacity of the TIF District. This value will be equal to the total net tax capacity of all property in the TIF District as certified by the State Commissioner of Revenue. For districts certified SPRINGSTED Page 6 City of Shakopeeand Shakopee Economic Development Authority, Minnesota between January 1 and June 30, inclusive, this value is based on the previous assessment year. For districts certified between July 1 and December 31, inclusive, this value is based on the current assessment year. The Authority intends tofile the request for certificationafter June 30, 2018, butprior to July 1, 2019.Therefore, the original net tax capacity will be the net tax capacity as of January 2, 2018. The Estimated Market Value of all property within the TIF District as of January2,2018, for taxes payable in 2019, is $791,200.Upon completion of the project, the development is proposed to consist of acombination of rentalhousing and commercial property uses. Therefore, the estimated tax capacity is currently unknown; however, for purposes of the revenue projections in this TIF plan, the City has assumed the Estimated Market Value will be distributed amongst the various uses based on their respective pro-rata share of the overall development, resulting in an estimated original net capacity for the District of $9,949. Each year the County Auditor shall certify the amount that the original net tax capacity has increased or decreased as a result of: (1)changes in the tax-exempt status of property; (2)reductions or enlargements of the geographic area of the TIF District; (3)changes due to stipulation agreements or abatements; or (4)changes in property classification rates. Section NOriginal Tax Capacity Rate The County Auditor shall also certify the original tax capacity rate of the TIF District. This rate shall be the sum of all local tax rates that apply to property in the TIF District. This rate shall be for the same taxes payable year as the original net tax capacity. In future years, the amount of tax increment generated by the TIF District will be calculated using the lesser of (a)the sum of the current local tax rates at that time or (b)the original tax capacity rate of the TIF District. As noted in Section M, the Authority intends to file the TIF District for certification after June 30, 2018 but prior to July 1, 2019; therefore, the Original Local Tax Rate will be thefinalrate that applies for taxes payable in 2019. At the time this document was prepared, the final sum of all local tax rates that apply to property in the TIF District, for taxes levied in 2018and payable in 2019, was not yet available. When this total becomes available, the County Auditor shall certify this amount as the original tax capacity rate of the TIF District. For purposes of estimating the tax increment generated by the TIF District, thefinal sum of the local tax rates for taxes levied in 2017and payable in 2018, is 130.1987% as shown below. Final2017/2018 Taxing JurisdictionLocal Tax Rate City of Shakopee37.2119% ScottCounty35.1139% ISD #72052.1408% Other5.7322% Total130.1987% SPRINGSTED Page 7 City of Shakopeeand Shakopee Economic Development Authority, Minnesota Section OProjected Retained Captured Net Tax Capacity and Projected Tax Increment The Authorityanticipates that the developmentwill begin construction in 2018 and is anticipated to be 100% completed by December 31, 2019. The total capacity for the District is $244,125as of January 2, 2020, resulting in a captured net tax capacity of $231,160, and the first receipt of increment of $300,968in taxes payable 2021.A complete schedule of estimated tax increment from the TIF District is shown in Exhibit III. The estimates shown in this TIF plan assume;that commercial class rates remain at1.5% of the estimated market value up to $150,000 and2.0% of the estimated market value over $150,000, andthat rental class rates remain at 1.25% of the market value.The estimates do not assume any market value inflation assumption. Each year the County Auditor shall determine the current net tax capacity of all property in the TIF District. To the extent that this total exceeds the original net tax capacity, the difference shall be known as the captured net tax capacity of the TIF District. For communities affected by the fiscal disparity provisions of Minnesota Statutes, Chapter473F and Chapter276A, the original net tax capacity of the TIF District shall be determined before the application of fiscal disparity. In subsequent years, the current net tax capacity shall either (a)be determined before the application of fiscal disparity or (b)exclude the product of any fiscal disparity increase in the TIF District (since the original net tax capacity was certified) times the appropriate fiscal disparity ratio. The method the Authorityelects shall remain the same for the life of the TIF District, except that a single change may be made at any time from method(a) to method(b) above. The Authorityelects method (b), or M.S. Section469.177, Subdivision3(a). The County Auditor shall certify to the Authoritythe amount of captured net tax capacity each year. The Authoritymay choose to retain any or all of this amount. It is the Authority's intention to retain 100% of the captured net tax capacity of the TIF District. Such amount shall be known as the retained captured net tax capacity of the TIF District. Exhibit II gives a listing of the various information and assumptions used in preparing a number of the exhibits contained in this TIF Plan, including Exhibit III which shows the projected tax increment generated over the anticipated life of the TIF District. Section PUse of Tax Increment Each year the County Treasurer shall deduct 0.36% of the annual tax increment generated by the TIF District and pay such amount to the State's General Fund. Such amounts will be appropriated to the State Auditor for the cost of financialreporting and auditing of tax increment financing information throughout the state. Exhibit III shows the projected deduction for this purpose over the anticipated life of the TIF District. The Cityhas determined that it will use 100% of the remaining tax increment generated by the TIF District for any of the following purposes: (1)pay for the estimated public costs of the TIF District (see Section J) and County administrative costs associated with the TIF District (see Section S); (2)pay principal and interest onone or more interfund loans and on one or more pay–go–notes,tax increment bonds or other bonds issued to finance the estimated public costs of the TIF District; (3)accumulate a reserve securing the payment of tax increment bonds or other bonds issued to finance the estimated public costs of the TIF District; (4)pay all or a portion of the county road costs as may be required by the County Board under M.S. Section469.175, Subdivision1a; or SPRINGSTED Page 8 City of Shakopeeand Shakopee Economic Development Authority, Minnesota (5)return excess tax increments to the County Auditor for redistribution to the City, County and School District. Tax increments from property located in one county must be expended for the direct and primary benefit of a project located within that county, unless the county boardinvolved waivesthis requirement. Tax increments shall not be used to circumvent levy limitations applicable to the City. Tax increment shall not be used to finance the acquisition, construction, renovation, operation, or maintenance of a building to be used primarily and regularly for conducting the business of a municipality, county, school district, or any other local unit of government or the State or federal government.Further, tax increments may not be used to finance: a commons area used as a public park; facilities used for social or recreational purposes (whether public or private); or publicly-owned facilities used for conference purposes; provided that tax increment may be used for a privately owned conference facility, and for parking structures whether public or privately owned and whether or not they are ancillary to one of the otherwise prohibited uses described above. If there exists any type of agreement or arrangement providing for the developer, or other beneficiary of assistance, to repay all or a portion of the assistance that was paid or financed with tax increments, such payments shall be subject to all of the restrictions imposed on the use of tax increments. Assistance includes sale of property at less than the cost of acquisition or fair market value, grants, ground or other leases at less then fair market rent, interest rate subsidies, utility service connections, roads, or other similar assistance that would otherwise be paid for by the developer or beneficiary. Section QExcess Tax Increment In any year in which the tax increments from the TIF District exceed the amount necessary to pay the estimated public costs authorized by the TIF Plan, the Authorityshall use the excess tax increments to: (1)prepay any outstanding tax increment bonds; (2)discharge the pledge of tax increments thereof; (3)pay amounts into an escrow account dedicated to the payment of the tax increment bonds; or (4)return excess tax increments to the County Auditor for redistribution to the City, County and School District. The County Auditor must report to the Commissioner of Education the amount of any excess tax increment redistributed to the School District within 30 days of such redistribution. Section RTax Increment Pooling and the Five-YearRule At least 75% of the tax increments from the TIF District must be expended on activities within the district or to pay for bonds used to finance the estimated public costs of the TIF District (see Section E for additional restrictions). No more than 25% of the tax increments may be spent on costs outside of the TIF District but within the boundaries of the Project Area, except to pay debt service on credit enhanced bonds. All administrative expenses are considered to have been spent outside of the TIF District. Tax increments are considered to have been spent within the TIF District if such amounts are: (1)actually paid to a third party for activities performed within the TIF District within five years after certification of the district; (2)used to pay bonds that were issued and sold to a third party, the proceeds of which are reasonably expected on the date of issuance to be spent within the later of the five-year period or a reasonable temporary period or are deposited in a reasonably required reserve or replacement fund. SPRINGSTED Page 9 City of Shakopeeand Shakopee Economic Development Authority, Minnesota (3)used to make payments or reimbursements to a third party under binding contracts for activities performed within the TIF District, which were entered into within five years after certification of the district; or (4)used to reimburse a party for payment of eligible costs (including interest) incurred within five years from certification of the district. Beginning with the sixth year following certification of the TIF District, at least 75% of the tax increments must be used to pay outstanding bonds or make contractual payments obligated within the first five years. When outstanding bonds have been defeased and sufficient money has been set aside to pay for such contractual obligations, the TIF District must be decertified. The Authority anticipates that tax increments will be spent outside of the TIF District (including a portion for allowable administrative expenses) for eligible redevelopment pooling expenditures. Section SLimitation on Administrative Expenses Administrative expenses are defined as all costs of the Authorityother than: (1)amounts paid for the purchase of land; (2)amounts paid for materials and services, including architectural and engineering services directly connected with the physical development of the real property in the project; (3)relocation benefits paid to, or services provided for, persons residing or businesses located in the project; (4)amounts used to pay principal or interest on, funda reserve for, or sell at a discount bonds issued pursuant to section 469.178; or (5)amounts used to pay other financial obligations to the extent those obligations were used to finance costs described in clause (1) to (3). Administrative expenses include amounts paid for services provided by bond counsel, fiscal consultants, planning or economic development consultants, and actual costs incurred by the County in administering the TIF District. Tax increments may be used to pay administrative expenses of the TIF District up to the lesser of (a) 10% of the total estimated public costs authorized by the TIF Plan or (b) 10% of the total tax increment expenditures for the project. Section TLimitation on Property Not Subject to Improvements -Four Year Rule If after four years from certification of the TIF District no demolition, rehabilitation, renovation, or qualified improvement of an adjacent street has commenced on a parcel located within the TIF District, then that parcel shall be excluded from the TIF District and the original net tax capacity shall be adjusted accordingly. Qualified improvements of a street are limited to construction or opening of a new street, relocation of a street, or substantial reconstruction or rebuilding of an existing street. The Authoritymust submit to the County Auditor, by February1 of the fifth year, evidence that the required activity has taken place for each parcel in the TIF District. If a parcel is excluded from the TIF District and the Authorityor owner of the parcel subsequently commences any of the above activities, the Authorityshall certify to the County Auditor that such activity has commenced and the parcel shall once again be included in the TIF District. The County Auditor shall certify the net tax capacity of the parcel, as most recently certified by the Commissioner of Revenue, and add such amount to the original net tax capacity of the TIF District. SPRINGSTED Page 10 City of Shakopeeand Shakopee Economic Development Authority, Minnesota SectionUEstimated Impact on Other Taxing Jurisdictions Exhibit IV shows the estimated impact on other taxing jurisdictions if the maximum projected retained captured net tax capacity of the TIF District was hypothetically available to the other taxing jurisdictions. The Authoritybelieves that there will be no adverse impact on other taxing jurisdictions during the life of the TIF District, since the proposed development would not have occurred without the establishment of the TIF District and the provision of public assistance. A positive impact on other taxing jurisdictions will occur when the TIF District is decertified and the development therein becomes part of the general tax base. The fiscal and economic implications of the proposed tax increment financing district,as pursuant to Minnesota Statutes, Section 469.175, Subdivision 2, are listed below. 1.The total amount of tax increment that will be generated over the life of the district is estimated to be $7,825,168 2.To the extent the mixed used developmentin the proposed TIF District generates any public cost impacts on city-provided services such as police and fire protection, public infrastructure, and borrowing costs attributable to the district, such costs will be levied upon the taxable net tax capacity of the City, excluding that portion captured by the District.The City does not anticipate issuing bonds in conjunction with this project. 3.The amount of tax increments over the life of the district that would be attributable to school district levies, assuming the school district’s share of the total local tax rate for all taxing jurisdictions remained the same, is estimated to be $3,133,745. 4.The amount of tax increments over the life of the district that would be attributable to county levies, assuming the county’s share of the total local tax rate for all taxing jurisdictions remained the same isestimated to be $2,110,403. 5.No additional information has been requested by the countyor school districtthat would enable it to determine additional costs that will accrue to it due to the development proposed for the district. Section VPrior Planned Improvements The Authorityshall accompany its request for certification to the County Auditor (or notice of district enlargement), with a listing of all properties within the TIF District for which building permitshave been issued during the 18 months immediately preceding approval of the TIF Plan. The County Auditor shall increase the original net tax capacity of the TIF District by the net tax capacity of each improvement for which a building permit was issued. There have been no building permits issued in the last 18 months in conjunction with any of the properties within the TIF District. Section WDevelopment Agreements If within a project containing a redevelopment district, more than 25% of the acreage of the property to be acquired by the City is purchased with tax increment bonds proceeds (to which tax increment from the property is pledged), then prior to such acquisition, the City must enter into an agreement for the development of the property. Such agreement must provide recourse for the City should the development not be completed. The Authorityanticipates entering into an agreement for development anddoes anticipatepotentiallyacquiring property located within the TIF District. SPRINGSTED Page 11 City of Shakopeeand Shakopee Economic Development Authority, Minnesota Section XAssessment Agreements The Authoritymay, upon entering into a development agreement, also enter into an assessment agreementwith any person, which establishes a minimum market value of the land and improvements for each year during the life of the TIF District. The assessment agreement shall be presented to the County or City Assessor who shall review the plans and specifications for the improvements to be constructed, review the market value previously assigned to the land, and so long as the minimum market value contained in the assessment agreement appears to be an accurate estimate, shall certify the assessment agreement as reasonable. The assessment agreement shall be filed for record in the office of the County Recorder of each county where the property is located. Any modification or premature termination of this agreement must first be approved by the City, County and School District. The Authoritydoes not anticipate entering into an assessment agreement. Section YModifications of the Tax Increment Financing Plan Any reduction or enlargement in the geographic area of the Project Area or the TIF District; increase in the amount of bonded indebtedness to be incurred; increase in the amount of capitalized interest; increase in that portion of the captured net tax capacity to be retained by the City; increase in the total estimated capital and administrativecosts; or designation of additional property to be acquired by the Authorityshall be approved only after satisfying all the necessary requirements for approval of the original TIF Plan. This paragraph does not apply if: (1)the only modification is elimination of parcels from the TIF District; and (2)the current net tax capacity of the parcels eliminated equals or exceeds the net tax capacity of those parcels in the TIF District's original net tax capacity, or the Cityagrees that the TIF District's original net tax capacity will be reduced by no more than the current net tax capacity of the parcels eliminated. The Authoritymust notify the County Auditor of any modification that reduces or enlarges the geographic area of the TIF District. The geographic area of the TIF District may be reduced but not enlarged after five years following the date of certification. Section ZAdministration of the Tax Increment Financing Plan Upon adoption of the TIF Plan, the Authorityshall submit a copy of such plan to the Minnesota Department of Revenue. The Authorityshall also request that the County Auditor certify the original net tax capacity and net tax capacity rate of the TIF District. To assist the County Auditor in this process, the Cityshall submit copies of the TIF Plan, the resolution establishing the TIF District and adopting the TIF Plan, and a listing of any prior planned improvements. The Authority shall also send the County Assessor any assessment agreement establishing the minimum market value of land and improvements in the TIF District, and shall request that the County Assessor review and certify this assessment agreement as reasonable. The County shall distribute to the Authoritythe amount of tax increment as it becomes available. The amount of tax increment in any year represents the applicable property taxes generated by the retained captured net tax capacity of the TIF District. The amount of tax increment may change due to development anticipated by the TIF Plan, other development, inflation of property values, or changes in property classification rates or formulas. In administering and implementing the TIF Plan, the following actions should occur on an annual basis: (1)prior to July1, the Authorityshall notify the County Assessor of any new development that has occurred in the TIF District during the past year to insure that the new value will be recorded in a timely manner. SPRINGSTED Page 12 City of Shakopeeand Shakopee Economic Development Authority, Minnesota (2)if the County Auditor receives the request for certification of a new TIF District, or for modification of an existing TIF District, before July1, the request shall be recognized in determining local tax rates for the current and subsequent levy years. Requests received on or after July1 shall be used to determine local tax rates in subsequent years. (3)each year the County Auditor shall certify the amount of the original net tax capacity of the TIF District. The amount certified shall reflect any changes that occur as a result of the following: (a)the value ofproperty that changes from tax-exempt to taxable shall be added to the original net tax capacity of the TIF District. The reverse shall also apply; (b)the original net tax capacity may be modified by any approved enlargement or reduction of the TIF District; (c)if laws governing the classification of real property cause changes to the percentage of estimated market value to be applied for property tax purposes, then the resulting increase or decrease in net tax capacity shall be applied proportionately to the original net tax capacity and the retained captured net tax capacity of the TIF District. The County Auditor shall notify the Authorityof all changes made to the original net tax capacity of the TIF District. Section AAFiling TIF Plan, Financial Reporting and Disclosure Requirements The Authoritywill file the TIF Plan, and any subsequent amendments thereto, with the Commissioner of Revenue and the Office of the State Auditor pursuant to Minnesota Statutes, Section 469.175, subdivision 4A. The Authority will comply with all reporting requirements for the TIF District under Minnesota Statutes, Section 469.175, subdivisions 5 and 6. SPRINGSTED Page 13 Exhibit II Assumptions Report City of Shakopee, Minnesota Tax Increment Financing (Redevelopment) District No. 19 Riverfront Development Site TIF Projections - $150,000/Unit EMV - 125 Units - 3,500SF Restaurant Type of Tax Increment Financing DistrictRedevelopment Maximum Duration of TIF District25 years from 1st increment Projected Certification Request Date06/30/18 Decertification Date12/31/46 (26 Years of Increment) 2017/2018 Base Estimated Market Value$791,200 Original Net Tax Capacity$9,949 Assessment/Collection Year 2018/20192019/20202020/20212021/2022 Base Estimated Market Value$791,200$791,200$791,200$791,200 Estimated Increase in Value - New Construction0018,483,80018,483,800 Total Estimated Market Value791,200791,20019,275,00019,275,000 Total Net Tax Capacity$9,949$9,949$244,125$244,125 City of Shakopee37.2119% Scott County35.1139% ISD #72052.1408% Other5.7322% Local Tax Capacity Rate130.1987%2017/2018 Fiscal Disparities Contribution From TIF District32.1003% Administrative Retainage Percent (maximum = 10%)10.00% Pooling Percent0.00% Present Value Date & Rate06/30/185.00%PV Amount$3,847,461 Notes Projections assume no future changes to classification rates and current tax rates remain constant. Projections are based on final pay2018 rates. Projections are based on a preliminary value estimate of $150,000/unit provided by City. Projections assume project 100% completed in 2019, and first receipt of increment is delayed until 2021. Projections assume no market value inflation. SPRINGSTED Page 15 16 Page Exhibit III SPRINGSTED 17 Page Exhibit IV SPRINGSTED Exhibit V Market Value Analysis Report City of Shakopee, Minnesota Tax Increment Financing (Redevelopment) District No. 19 Riverfront Development Site TIF Projections - $150,000/Unit EMV - 125 Units - 3,500SF Restaurant Assumptions Present Value Date06/30/18 P.V. Rate - Gross T.I.5.00% Increase in EMV With TIF District$18,483,800 Less: P.V of Gross Tax Increment3,847,461 Subtotal$14,636,339 Less: Increase in EMV Without TIF0 Difference$14,636,339 AnnualPresent Gross TaxValue @ Year Increment5.00% 1202000 22021300,968259,987 32022300,968247,607 42023300,968235,816 52024300,968224,587 62025300,968213,892 72026300,968203,707 82027300,968194,007 92028300,968184,768 102029300,968175,970 112030300,968167,590 122031300,968159,610 132032300,968152,009 142033300,968144,771 152034300,968137,877 162035300,968131,311 172036300,968125,058 182037300,968119,103 192038300,968113,432 202039300,968108,030 212040300,968102,886 222041300,96897,987 232042300,96893,321 242043300,96888,877 252044300,96884,644 262045300,96880,614 $7,524,200$3,847,461 SPRINGSTED Page 20 Exhibit VI PROJECTED PAYGO NOTE REPORT City of Shakopee, Minnesota Tax Increment Financing (Redevelopment) District No. Riverfront Development Site TIF Projections - $150,000/Unit EMV - 126 Units - 3,500SF Restaurant Note Date:09/30/18 Note Rate:5.00% Amount:$2,811,700 CumulativeUnpaidSemi-AnnualLoan Interest AccruedNetBalance DatePrincipalInterestP & IDueInterestRevenueOutstanding (1)(2)(3)(4)(5)(6)(7)(7) 2,811,700.00 02/01/200.000.000.00187,837.18187,837.180.002,811,700.00 08/01/200.000.000.00258,129.68258,129.680.002,811,700.00 02/01/210.000.000.00328,422.18328,422.180.002,811,700.00 08/01/210.00107,283.66107,283.66398,714.68291,431.02107,283.662,811,700.00 02/01/220.00107,283.66107,283.66361,723.52254,439.86107,283.662,811,700.00 08/01/220.00107,283.66107,283.66324,732.36217,448.70107,283.662,811,700.00 02/01/230.00107,283.66107,283.66287,741.20180,457.54107,283.662,811,700.00 08/01/230.00107,283.66107,283.66250,750.04143,466.38107,283.662,811,700.00 02/01/240.00107,283.66107,283.66213,758.88106,475.22107,283.662,811,700.00 08/01/240.00107,283.66107,283.66176,767.7269,484.06107,283.662,811,700.00 02/01/250.00107,283.66107,283.66139,776.5632,492.90107,283.662,811,700.00 08/01/254,498.26102,785.40107,283.66102,785.400.00107,283.662,807,201.74 02/01/2637,103.6270,180.04107,283.6670,180.040.00107,283.662,770,098.12 08/01/2638,031.2169,252.45107,283.6669,252.450.00107,283.662,732,066.91 02/01/2738,981.9968,301.67107,283.6668,301.670.00107,283.662,693,084.92 08/01/2739,956.5467,327.12107,283.6667,327.120.00107,283.662,653,128.38 02/01/2840,955.4566,328.21107,283.6666,328.210.00107,283.662,612,172.93 08/01/2841,979.3465,304.32107,283.6665,304.320.00107,283.662,570,193.59 02/01/2943,028.8264,254.84107,283.6664,254.840.00107,283.662,527,164.77 08/01/2944,104.5463,179.12107,283.6663,179.120.00107,283.662,483,060.23 02/01/3045,207.1562,076.51107,283.6662,076.510.00107,283.662,437,853.08 08/01/3046,337.3360,946.33107,283.6660,946.330.00107,283.662,391,515.75 02/01/3147,495.7759,787.89107,283.6659,787.890.00107,283.662,344,019.98 08/01/3148,683.1658,600.50107,283.6658,600.500.00107,283.662,295,336.82 02/01/3249,900.2457,383.42107,283.6657,383.420.00107,283.662,245,436.58 08/01/3251,147.7556,135.91107,283.6656,135.910.00107,283.662,194,288.83 02/01/3352,426.4454,857.22107,283.6654,857.220.00107,283.662,141,862.39 08/01/3353,737.1053,546.56107,283.6653,546.560.00107,283.662,088,125.29 02/01/3455,080.5352,203.13107,283.6652,203.130.00107,283.662,033,044.76 08/01/3456,457.5450,826.12107,283.6650,826.120.00107,283.661,976,587.22 02/01/3557,868.9849,414.68107,283.6649,414.680.00107,283.661,918,718.24 08/01/3559,315.7047,967.96107,283.6647,967.960.00107,283.661,859,402.54 02/01/3660,798.6046,485.06107,283.6646,485.060.00107,283.661,798,603.94 08/01/3662,318.5644,965.10107,283.6644,965.100.00107,283.661,736,285.38 02/01/3763,876.5343,407.13107,283.6643,407.130.00107,283.661,672,408.85 08/01/3765,473.4441,810.22107,283.6641,810.220.00107,283.661,606,935.41 02/01/3867,110.2740,173.39107,283.6640,173.390.00107,283.661,539,825.14 08/01/3868,788.0338,495.63107,283.6638,495.630.00107,283.661,471,037.11 02/01/3970,507.7336,775.93107,283.6636,775.930.00107,283.661,400,529.38 08/01/3972,270.4335,013.23107,283.6635,013.230.00107,283.661,328,258.95 02/01/4074,077.1933,206.47107,283.6633,206.470.00107,283.661,254,181.76 08/01/4075,929.1231,354.54107,283.6631,354.540.00107,283.661,178,252.64 02/01/4177,827.3429,456.32107,283.6629,456.320.00107,283.661,100,425.30 08/01/4179,773.0327,510.63107,283.6627,510.630.00107,283.661,020,652.27 02/01/4281,767.3525,516.31107,283.6625,516.310.00107,283.66938,884.92 08/01/4283,811.5423,472.12107,283.6623,472.120.00107,283.66855,073.38 02/01/4385,906.8321,376.83107,283.6621,376.830.00107,283.66769,166.55 08/01/4388,054.5019,229.16107,283.6619,229.160.00107,283.66681,112.05 02/01/4490,255.8617,027.80107,283.6617,027.800.00107,283.66590,856.19 08/01/4492,512.2614,771.40107,283.6614,771.400.00107,283.66498,343.93 02/01/4594,825.0612,458.60107,283.6612,458.600.00107,283.66403,518.87 08/01/4597,195.6910,087.97107,283.6610,087.970.00107,283.66306,323.18 02/01/4699,625.587,658.08107,283.667,658.080.00107,283.66206,697.60 08/01/46102,116.225,167.44107,283.665,167.440.00107,283.66104,581.38 02/01/47104,581.382,614.53107,195.912,614.530.00107,195.910.00 $2,811,700$2,766,962.57$5,578,662.57$5,578,662.57 Surplus Tax Increment 88 Total Net Revenue $5,578,750.32 SPRINGSTED Page 20 Exhibit VII PROJECTED INTERFUND LOAND REPORT City of Shakopee, Minnesota Tax Increment Financing (Redevelopment) District No. Riverfront Development Site TIF Projections - $150,000/Unit EMV - 126 Units - 3,500SF Restaurant Note Date:09/30/18 Note Rate:4.00% Amount:$725,000 CumulativeUnpaidSemi-AnnualLoan Interest AccruedNetBalance DatePrincipalInterestP & IDueInterestRevenueOutstanding (1)(2)(3)(4)(5)(6)(7)(7) 725,000.00 02/01/200.000.000.0038,747.2238,747.220.00725,000.00 08/01/200.000.000.0053,247.2253,247.220.00725,000.00 02/01/210.000.000.0067,747.2267,747.220.00725,000.00 08/01/210.0027,664.3427,664.3482,247.2254,582.8827,664.34725,000.00 02/01/220.0027,664.3427,664.3469,082.8841,418.5427,664.34725,000.00 08/01/220.0027,664.3427,664.3455,918.5428,254.2027,664.34725,000.00 02/01/230.0027,664.3427,664.3442,754.2015,089.8627,664.34725,000.00 08/01/230.0027,664.3427,664.3429,589.861,925.5227,664.34725,000.00 02/01/2411,238.8216,425.5227,664.3416,425.520.0027,664.34713,761.18 08/01/2413,389.1214,275.2227,664.3414,275.220.0027,664.34700,372.06 02/01/2513,656.9014,007.4427,664.3414,007.440.0027,664.34686,715.16 08/01/2513,930.0413,734.3027,664.3413,734.300.0027,664.34672,785.12 02/01/2614,208.6413,455.7027,664.3413,455.700.0027,664.34658,576.48 08/01/2614,492.8113,171.5327,664.3413,171.530.0027,664.34644,083.67 02/01/2714,782.6712,881.6727,664.3412,881.670.0027,664.34629,301.00 08/01/2715,078.3212,586.0227,664.3412,586.020.0027,664.34614,222.68 02/01/2815,379.8912,284.4527,664.3412,284.450.0027,664.34598,842.79 08/01/2815,687.4811,976.8627,664.3411,976.860.0027,664.34583,155.31 02/01/2916,001.2311,663.1127,664.3411,663.110.0027,664.34567,154.08 08/01/2916,321.2611,343.0827,664.3411,343.080.0027,664.34550,832.82 02/01/3016,647.6811,016.6627,664.3411,016.660.0027,664.34534,185.14 08/01/3016,980.6410,683.7027,664.3410,683.700.0027,664.34517,204.50 02/01/3117,320.2510,344.0927,664.3410,344.090.0027,664.34499,884.25 08/01/3117,666.659,997.6927,664.349,997.690.0027,664.34482,217.60 02/01/3218,019.999,644.3527,664.349,644.350.0027,664.34464,197.61 08/01/3218,380.399,283.9527,664.349,283.950.0027,664.34445,817.22 02/01/3318,748.008,916.3427,664.348,916.340.0027,664.34427,069.22 08/01/3319,122.968,541.3827,664.348,541.380.0027,664.34407,946.26 02/01/3419,505.418,158.9327,664.348,158.930.0027,664.34388,440.85 08/01/3419,895.527,768.8227,664.347,768.820.0027,664.34368,545.33 02/01/3520,293.437,370.9127,664.347,370.910.0027,664.34348,251.90 08/01/3520,699.306,965.0427,664.346,965.040.0027,664.34327,552.60 02/01/3621,113.296,551.0527,664.346,551.050.0027,664.34306,439.31 08/01/3621,535.556,128.7927,664.346,128.790.0027,664.34284,903.76 02/01/3721,966.265,698.0827,664.345,698.080.0027,664.34262,937.50 08/01/3722,405.595,258.7527,664.345,258.750.0027,664.34240,531.91 02/01/3822,853.704,810.6427,664.344,810.640.0027,664.34217,678.21 08/01/3823,310.784,353.5627,664.344,353.560.0027,664.34194,367.43 02/01/3923,776.993,887.3527,664.343,887.350.0027,664.34170,590.44 08/01/3924,252.533,411.8127,664.343,411.810.0027,664.34146,337.91 02/01/4024,737.582,926.7627,664.342,926.760.0027,664.34121,600.33 08/01/4025,232.332,432.0127,664.342,432.010.0027,664.3496,368.00 02/01/4125,736.981,927.3627,664.341,927.360.0027,664.3470,631.02 08/01/4126,251.721,412.6227,664.341,412.620.0027,664.3444,379.30 02/01/4226,776.75887.5927,664.34887.590.0027,664.3417,602.55 08/01/4217,602.55352.0517,954.60352.050.0017,954.600.00 02/01/430.000.000.000.000.000.000.00 08/01/430.000.000.000.000.000.000.00 02/01/440.000.000.000.000.000.000.00 08/01/440.000.000.000.000.000.000.00 02/01/450.000.000.000.000.000.000.00 08/01/450.000.000.000.000.000.000.00 02/01/460.000.000.000.000.000.000.00 08/01/460.000.000.000.000.000.000.00 02/01/470.000.000.000.000.000.000.00 $725,000$454,856.88$1,179,856.88$1,179,856.88 Surplus Tax Increment 258,689 Total Net Revenue $1,438,545.68 SPRINGSTED Page 22 Exhibit VIII SPRINGSTED Page 22 SPRINGSTED Page 22 Bqsjm!41-!3129 Tubufnfou!pg!Qspqptbm qbsl-!usbjmt!boe!sfdsfbujpo!nbtufs!qmbo! uif!Djuz!pg! 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R2018-078 RESOLUTION CONCERNING CONDUCT OF COUNCILOR MIKE LUCE AND REPRESENTATION AS A COUNCILMAN AUTHORIZED TO FUNDRAISE ON BEHALF OF THE CITY OF SHAKOPEE WHEREAS, The Shakopee City Council has previously censured Councilman Mike Luce on May 2, 2017 for: 1) 2) 3) Overstepping his authority with respect to City Staff, resulting in some City staff members feeling intimidated and threatened; 4) 5) efforts to acquire certain parcels of property; 6) Micromanaging matters within the Fire Department; and 7) Improperly intervening in a property dispute matter; and WHEREAS, continues to overstep his authority and continues to act in a way that is detrimental to the public interest; WHEREAS, the latest example of this activity occurred on June 27, 2018 when he addressed the Shakopee Lions Club in his capacity as a Shakopee Council member to discuss raising funds for an extension of the Fun for All Playground; WHEREAS a valuable partner with the City to believe that the playground was a city project although the project is not planned, is not on the Capital Improvement Plan, has not been discussed at the staff level, has not been discussed or approved by City Council and does not exist in any form whatsoever; and WHEREAS, Councilman Luce claims to have raised $55,000 towards this nonexistent project; and WHEREAS nflict with other Council approved fundraising efforts, including the Reverend Pond statue and others; and WHEREAS, The public has once again been mis NOW, THEREFORE BE IT RESOLVED, by the City Council of the City of Shakopee that Councilor Luce in not authorized in any way to speak for the City, does not have the authority to raise funds for any projects, and the City has no plans for expansion of the Fun for All playground at this time. BE IT FURTHER RESOLVED THAT Council finance director any and all funds collected by him relating to the purported expansion of The Fun For All Playground. Adopted in adjourned regular session of the City Council of the City of Shakopee, Minnesota held this 3rd day of July 2018. ___________________________________ William Mars Mayor of the City of Shakopee ATTEST: __________________________________ Lori Hensen City Clerk (4,416) (97,094)(96,429) (750,453)(150,370)(687,499)(271,065)(165,969)(941,069)(398,475)(382,827)(201,050)(782,422) 2017 Actual (3,669,311)(1,159,345)(1,324,495) (11,082,289) June YTD 8%4% 54%47%42%46%44%55%46%41%50%49%46%43%41%42% 44% Used Percent (77,700) (976,348)(235,790)(681,121)(479,189)(258,280)(402,346)(418,316)(263,982)(116,716)(207,924) Budget Balance (4,652,394)(1,419,472)(1,148,797)(1,207,129)(2,220,112) Remaining (14,765,616) (9,484)(8,376) (91,600) 2018 YTD (858,952)(169,610)(584,579)(369,211)(316,120)(408,254)(399,284)(994,403)(200,218)(853,171) Actual (3,971,906)(1,000,728)(1,594,388) (11,830,284) (1,673)(2,008)(5,345) (28,384)(71,309)(51,926)(49,090)(66,352)(26,298) 2018 June Actual (121,483)(326,374)(563,167)(135,851)(216,387)(160,342)(288,874) (2,114,862) 2018 YTD (169,300)(405,400)(848,400)(574,400)(810,600)(817,600)(464,200)(126,200)(216,300) Budget CITY OF SHAKOPEE (1,835,300)(1,265,700)(8,624,300)(2,420,200)(2,143,200)(2,060,300)(3,814,500) Monthly Financial Report (26,595,900) Varies more than 10% than budget positivelyVaries more than 10% than budget negativelyWithin 10% of budget n io Di vis 01000 - GENERAL FUND EXPENDITURES: 11 - MAYOR & COUNCIL 12 - ADMINISTRATION 13 - CITY CLERK 15 - FINANCE 17 - COMMUNITY DEVELOPMENT 18 - FACILITIES 31 - POLICE DEPARTMENT 32 - FIRE 33 - INSPECTION-BLDG-PLMBG-HTG 41 - ENGINEERING 42 - STREET MAINTENANCE 44 - FLEET 46 - PARK MAINTENANCE 66 - NATURAL RESOURCES 67 - RECREATION 91 - UNALLOCATED TOTAL EXPENDITURES Key Funds transferred electronically June 20, 2018 to July 3, 2018 PAYROLL$ 389,827.89 FIT/FICA$ 107,941.20 STATE INCOME TAX$ 24,147.14 PERA$ 93,106.42 HEALTH CARE SAVINGS$ 30,299.65 HEALTH SAVINGS ACCT$ - NATIONWIDE DEF COMP$ 13,811.57 ICMA DEFERRED COMP$ 1,688.34 MSRS$ 3,986.51 FSA$ 416.66 MN WAGE LEVY$144.23 Total$ 665,369.61