NNewew HavenHaven Missouri

LeveeQualifications Accreditation

Klingnerngnerg eer hashhaas pe performederfeerformerformedformeormedmed seventeen AAccredAccreditaAccreditatccreditatcccrereditadittatattionsions [email protected] EEmail: CContact: GavinRisley FFax: 217.223.3603 PPhone: 217.223.3670 QQuincy, IL 62301 6616 N.24thStreet KKlingner & Associates NNew HavenMissouri 1 r a m h o l u i i 6 x s o n n i a n

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e . 0 R r c 3 . t 3 i c i 6 a s a o 7 t l e m e 0 s y v rjc siae ...... 21 Project Estimate . 5. ProjectEstimate Scope ofWork 18-20 . . 4. ScopeofWork 17 Steve Mock,LandSurveyor . 16 . Ronald W. Craven,GeotechnicalEngineer. 15 . Alan Lukens,StructuralEngineer. 14 Mark Bross,HydraulicEngineer . 13 Gavin Risley, Water ResourcesEngineer.. 12 . James PowellWater ResourcesEngineer 11 . Bryan Bross,Water ResourcesEngineer. 10 Michael D.KlingnerPrincipalinCharge . 3. ProjectPersonnel 9 Levee ImprovementProject.. Hunt-Lima Drainage&LeveeDist- Iowa RiverFlintCreekDrainage&LeveeDistrict-PAL 8 . 7 South QuincyLevee&DrainageDistPAL . McGee &CoalCreekDrainageLeveeDist-PAL 6 . 5 Fabius RiverDrainageDist100 Yr Cert . 2. ExperiencewithSimilarProjects 4 . Water ResourcesServices 1. Quali Message fromLocalProjectManager 3 . Transmittal Letter rjc ceue ...... 22 . Project Schedule 6. ProjectSchedule e n

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2 Table of Contents Gavin Risley, P.E., Certi KLINGNER & ASSOCIATES, P.C. Sincerely, if youhaveanyquestions. Your considerationoftheKlingner& Associates teamisgreatlyappreciated.Pleasefeelfreetocontactus Accreditation project This experiencewillenableustoprovideNewHavenwithanef somewhat specializedinFEMA Accreditation, havingworkedonPALs forseventeen(17)different clients. of otherriversthroughouttheMidwest.Ourexperienceandexpertisearediverse,butwehave become Klingner hasperformedleveeanddrainageworkontheMississippi,Missouri,Illinois,a multitude diversity ofprojectswithourhighlyspecializedanddiversestaff. states ofMissouri,Illinois,Iowa,Indiana,Wisconsin,KentuckyandMinnesota.We haveundertakenawide drainage and Klingner hasalonghistoryofprovidingWater Resourcesservices. The exceed yourexpectations. with ourclients,andarecommittedtodevelopingaworkingrelationshiptheCityofNewHaven thatwill achieve theirprojectgoalsinthemostcost-effective and ef In thequali Dear Mr. Roth: RequestforProposal-Levee Accreditation Re: New Haven,Missouri63068 101 FrontStreet City ofNewHaven Mr. SteveRoth,City Administrator March 6,2014 KKLINGNER & ASSOCIATES, P. C. L I fi cations whichfollow, wehavedemonstrated howKlingnercanhelptheCityofNewHaven N fl ood controlspecialties.We havepersonnelcerti G . fi ed FloodplainManager N E R

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C . KKLINGNER & ASSOCIATES, P. C. projections, and As-Built requirements. familiar withUSACEsurveyingstandards,including preferredelevationdatums,horizontal project, fromdesign,construction,andpost construction. Oursurveyingstaff isintimately required staff &experience toprovidesurveyingservicesthroughoutaleveeimprovement With severalsurveyingcrewsinQuincyand a fullcrewinHannibal,Klingnerhasthe Operations &MaintenanceManual. constructed /improvedleveeswillbeincludedintheprogramandupdatedof the PL84-99requirementswhenleveemodi understanding toseetheprocessthrough(dredgepermits).Finally, Klingnerunderstands Klingner understandsthepermitrequirementsandhasspecializedexperience of otherprojecttypes. Additionally, ifsanddredgingorborrow materialisnecessary, are requiredbytheCorpsofEngineersforanyleveeimprovementsand/oramultitude provide informationtypicallyrequiredinthearchaeologicalpermitprocess. These permits hydrologic andhydraulicengineering.We workcloselywithhistorical consultantsto required forpermitting,includingwetlanddelineation/mitigation,habitatassessments, 408 and404permittingassistance.Klingneralsohasthespecializedservicesthatare understands theprocess.Inparticular, Klingnerhasprovided bothmajorandminor familiar withtheU.S. Army CorpsofEngineers(USACE)permitting staff andthoroughly Permitting leveeimprovementsandmodi in additiontotestingcapabilitiesduringconstruction. Klingner hasthecapabilitytoinvestigateleveedesignstability, seepage,andfoundations, testing, permittingservices,andsurveying.WithafullgeotechnicallabinHannibalMO, design andconstruction.Suchservicesincludegeotechnicalengineering/materials Klingner & Associates utilizesin-housespecializedservicestypicallyrequiredinlevee fl from theturnof20thcenturyto1960srehabilitationprojects,1993and2008 the 2008 Klingner isactivelyinvolvedinapproximatelytenleveeimprovementprojects,productsof fi engineering, includingpermitting,design,constructionandobservation. The Klingner & Associates, P.C. hasover100yearsofexperiencewitheveryaspectlevee Technical Competence/SpecializedExperience ood recoveryleveerebuilds/improvements. rm wasinitiallyfoundedondrainageandleveelandreclamationprojects.Currently, L I N fl ood. Overtheyears, G N E R

fi rm hasbeeninvolvedinnumerousleveedesigns, & fi cations canbeamonumentaltask.Klingneris

fi A cations areproposed,insuringthenewly Summary ofQuali S S O C Your trustedsolution. I A fi T cations E fi cial S ,

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4 1. Qualifi cations .

C . Fabius River 100 Year Certification & FEMA Coordination FEMA & Certification Year 1 100 0

KKnowledgenowledge 0 certi services includeduseofexistingsurveydataasparttheoriginal100-YRlevee & Associates toupdatethecerti study. Having100-YRleveecerti study calculated100-YRpro drainage districtontheMississippiRiver. The revisedUSACEFlowFrequency This projectinvolveduniformlyimprovingtheleveeprotectionforthislarge infrastructure isextremelyimportantfortheFabiusDistrict. Route 24,U.S.61,andarailroad.Protectingthesepropertiesvital residential, commercial,andindustrialpropertiesistraversedbyU.S. levees thatprotectavarietyofpropertytypes. The Districtishometoagricultural, River acrossfromQuincy, Illinois. The Districtincludesapproximately17milesof The FabiusRiverDrainageDistrictislocatedonMissourisideoftheMississippi survey control. Additionally, revisedhydraulicanalysiswasnecessarybecauseof amendment, RightofWay drawings,publicmeetingcoordinationandprovide surveys, wetlanddelineation,sedimentationbasindesign,planofreclamation coordination withUSACE,developmentofcostestimates,dredgepermits,mussel

Y Drainage District fi e cation, surveyofnewcross-sectionsandpro a r

C e r t i f i c fi a les higherthanthepreviouslyused1979USACE t fi cation tomeetthenewrequirements.Project i fi for FEMA reviews andapprovalpost-2008 Elevationsandcross-sectionsweresubmitted VII inKansasCity, MO. successfully re-accreditedthroughFEMA Region the District,leveewasresurveyedand Upon completionofmaintenanceworkby and interior the changedboundaryconditionsforalldiverted Project completedDecember2008. cation, theDrainageDistrictauthorizedKlingner o R n eference C

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F i fl ows. e E Fabius RiverDrainageDistrict M n fi les, earthworkcalculations, A t

C o YourYdl trustedsolution. o r Mr. RogerSutter d 573.393.2003 i n a t fl i ood. o n

5 2. Experience with Similar Projects MMcGee Creek/Coal Creek 217.323.4605 Mr. GregRebmanCommissioner Coal CreekDrainage &LeveeDistrict c Drainage &LeveeDistricts G

SSkillfurther analysis/coordinationwithUSACE-St.LouisDistrict. Services alsoincludedUSACEPeriodicInspectionreview, interpretation, and kRegion VallowingtheDistricts’ leveestoremainaccredited. and maintenanceprocedures. The 65.10submittalswereacceptedbyFEMA icalculations, slopestabilityanalysis,anddevelopmentand/orreviewofoperation (modeling/mapping), interiordrainageanalysissettlement lsupplemental surveyingwork,USACEinspectionreview, freeboard analysis lProject servicesincludedutilizationoftheUSACE’s National LeveeDatabase, square milesofdrainagebasin. approximately 28milesoflevees,multipleleveeclosures,and29 Meredosia andBeardstown,Illinois. These twoindependentprojectsconsidered levee accreditationforbothIllinoisRiverDistrictsthatarelocatedbetween requirements. The reviewandanalysiswasexecutedtoretain100-year Provisionally Accredited Levee(PAL) reviewundertheFEMA 44CFR65.10 and CoalCreekDistricts(Districts)ontheIllinoisRivertoperformaFEMA Klingner & Associates, P.C. (K&A)wascontractedbyboththeMcGeeCreek e Provisionally Accredited Levee (PAL) Levee Accredited P Provisionally e r o

v C i References s r i o n CClient e a l l i e l e y n k

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Mr. LarryWiese Commissioner d C i t o e d

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e 6 2. Experience with Similar Projects k South Quincy Provisionally Accredited Levee (PAL) Levee Accredited P Provisionally Drainage &LeveeDistrict r

EExpertisexpertise o Illinois. This FEMA PAL iscurrentlyunderreviewatFEMA RegionVinChicago, drainage water. hydrologic modelingtoaccuratelypredicttheamountandelevationofinterior bene The endresultwasareductionof2ftintheinteriorBFE,whichisextremely information, Klingnerwasabletomoreaccuratelymaptheinterior Utilizing newlycollectedLiDARsurfacedataandupdatedpumpstation The InteriorDrainagesectionofthissubmittalwasextremelybene components. for embankmentprotection,andcerti borings, aninteriordrainageanalysis(modeling/mapping),hydraulic documentation ontheleveesystem,drillingandanalysisofgeotechnical FEMA 44CFR65.10. The services providedincludedthereviewofUSACE Levee DistrictProvisionally Accredited Levee(PAL), inaccordancewith KlingnerprovidedprofessionalservicesforSouthQuincyDrainage& industry protectedin1986). to thisprotected5,800acresofproperty(USACEestimated300millionin just southofQuincy, Illinois. The abilitytoretain100-yearaccreditationisvital facilities, andamultitudeofindustrialpropertiesalongtheMississippiRiver to agriculturalproperty, railroadinfrastructure,roadways,wastewatertreatment South QuincyDrainage&LeveeDistrict(District)provides v i s fi cial forpotentialfuturedevelopment. This analysisrequiredtheuseof i o n a l Reference l y

A CClient c l c i e r South QuincyDrainage&LeveeDistrict e n d t i fi cation of65.10certi t e d

L e Mr. RobertBreckenkamp v e e YourYdl trustedsolution. fi

cation sheetsforall fl ood riskreduction ( P 217.248.6293 A L fi fl cial. oodplain. )

7 2. Experience with Similar Projects Two Rivers LLevee &Drainage District e

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9 2. Experience with Similar Projects KLINGNER & ASSOCIATES, P. C. PPrincipalrincipal iinn CChargeharge MMichaelichael KKlingner,lingner, PPEE President and CEO of Klingner & Associates, P.C. since 2000. He has been with the fi rm since 1977. Mr. Klingner has over thirty years’ experience in the engineering and construction fi elds, and has been Project Manager for numerous multi-million dollar projects with various funding entities, specializing in river management and improvement projects. Principal-in-Charge for Drainage Districts, Corps of Engineers, and fl oodplain management projects. Recent projects include the Quincy Area Hydropower Project, with experience in the Federal Energy Regulatory Commission hydroelectric licensing process, and application for Energy Effi ciency grants, and Lock & Dam #18 Hydropower FERC permits for the City of Burlington, Iowa. Mr. Klingner has experience with renewable energy projects with Lock and Dams 20, 21, 22, 24, and 25, accredit the Provisionally Accredited Levee Education (PAL) for the Milan, IL / Big Island River Conservancy District Local Master of Science in Flood Protection Project (LFPP), Fabius River Drainage District- Civil and Environmental Marion County Missouri update of certifi cation to meet the revised Engineering (Construction USACE Flow Frequency study calculated 100-YR profi les and other Management Option) post-fl ood of 2008 restoration projects. 1984, University of Wisconsin-Madison Other projects include Sny Island Levee & Drainage District 100 year Flood Certifi cation in Adams, Brown & Calhoun Counties, Illinois. Project Manager for South Quincy Drainage & Levee District interior Bachelor of Science in drainage and Mississippi River Seepage Pumping Improvements Civil Engineering (Soils/ and revision of 100 year Interior Flood Elevation. Project Manager Structural Option)1977, for Cedar Creek Linear Parkway. Non-structural fl ood management University of Missouri- project for conservation easements along three miles of waterway, Columbia tributary to Mississippi River. Multi-participant project including Great River Economic Foundation, City of Quincy, Quincy Park District, Registrations and Illinois Department of Natural Resources. Principal-in-Charge Professional Engineer: for Henderson County 100 year levee certifi cation for Henderson IMissouri #EN 20602 (1982) County Drainage District 1 & 2, FEMA Application MT-2, Forms 1, Illinois #062-040550 (1982) 2 & 8 submittals, and Corps of Engineers levee elevation & 100 year Interior Drainage Elevation Study, including Mississippi River Indiana #PE10100335 Seepage. Project Manager for Two Rivers Regional Council Inland (2001) Water Terminal and Foreign Trade Zone Study for Adams, Brown, Michigan #6102049406 Cass, Pike, Schuyler and Scott Counties along the Illinois and (2002) Mississippi Rivers. Principal-in-charge 100 year levee certifi cation project for Marion & Lewis County (Fabius River Drainage District), Professional Missouri. Societies Currently Chairman , Project Manager for State of Illinois Capital Development Board Upper Mississippi Illinois & Emergency Fast Track Construction for FEMA and Illinois Emergency Missouri Rivers Association Management Agency provisional living quarters due to Flood of 1993 (UMIMRA), member since in Kinderhook, New Canton, and Hardin, Illinois. Winner of 1994 1984 CDB Madigan Award Special Merit for Teamwork under Emergency ACEC National Levee Conditions. Safety Committee and immediate Past National Director for ACEC-Illinois 3. Project Personnel Your trusted solution. 10 KLINGNER & ASSOCIATES, P. C. WWaterater ResourcesResources DepartmentDepartment ManagerManager BBryanryan Bross,Bross, PPE,E, RRGG Senior Geological Engineer for Klingner & Associates, P.C., he has been with the fi rm since 1994. Branch Offi ce Manager, Burlington Iowa Offi ce Director

Performed the feasibility study, permit acquisition, design, contractor negotiation, project coordination, and construction observation of the Skunk River Erosion Protection Project at the Green Bay Levee & Drainage District No. 2 near Wever, Iowa. The project consisted of 2600 lineal feet of riprap to protect the fl ank levee along the Skunk River from encroachment by river bank erosion.

Performed topographic data collection, design, bidding, permit acquisition assistance, and provided construction phase observation services for a six (6) phase major levee rehabilitation and maintenance Education project utilizing Digital Terrain Modeling for the Iowa River – Flint B.S. in Geological Creek Levee District #16 involving dredging over 200,000 CY of sand Engineering, (1993) from the Mississippi River, relocating over 96,500 CY of sand from Magna Cum Laude, multiple borrow sites by truck and scraper, in-place mixing of over University of Missouri- 13,400 CY of sand to achieve a seepage berm gradation to meet Rolla Corps of Engineers requirements, and reshaping of over seventeen M.E. in Geotechnics, (17) miles main stem levees. Total project costs exceeded $2.5 million Missouri University of and were performed on time and under budget in preparation for Science & Technology levee certifi cation services for the Federal Emergency Management Registrations Agency. Licensed Professional Engineer: Provided levee certifi cation to meet FEMA requirements of 44 CFR Illinois, 062-052892, 65.10 for one (1) levee and drainage system in Region 5, and two (2) (1999) levee and drainage systems in Region 7 as follows: Missouri, EN 030244, • Milan – Big Island LFPP (Region 5 – Illinois) (1999) • Two Rivers Levee & Drainage Association (Region 7 – Iowa) • Muscatine Island LFPP (Region 7 – Iowa) Iowa, 17084, (2004) Alabama, 32149-E (2011) Performed detailed computer simulated hydraulic analysis using HEC- Registered Geologist: 2 on Mississippi River between L&Ds #21 & #22 in order to obtain permit from Illinois Department of Transportation to raise levees in the Missouri Certifi cate Number 0981 (1997) Sny Island Levee & Drainage District. Illinois 196-000535 (1998) Performed the feasibility study, permit acquisition, design, contractor Professional negotiation, project coordination, and construction observation of the Societies Skunk River Erosion Protection Project at the Green Bay Levee & Member, Association of Drainage District No. 2 near Wever, Iowa. The project consisted of Engineering Geologists 2600 lineal feet of riprap to protect the fl ank levee along the Skunk Member, Society of River from encroachment by river bank erosion. American Military Engineers Member, Iowa Groundwater Association 3. Project Personnel Your trusted solution. 11 KLINGNER & ASSOCIATES, P. C. WWaterater ResourcesResources EngineerEngineer JJamesames Powell,Powell, PPEE Water Resources engineer with Klingner & Associates, P.C. from 2001 – June 2002, and 2007 to 2011. Water Resources Department Manager from 2009 to Dec 2011. Special on-call Consultant for Klingner from January 2012 to current. Prior Engineering experience includes stormwater feasibility studies, levee encroachment analysis, bridge hydraulic reports, fl ood control studies, water supply analysis, hydraulic analysis of municipal and rural water systems, rural water system facilities planning, wastewater facilities planning, stable channel design, streambank stabilization, pump station planning and design, and many other hydrologic and hydraulic studies. He also worked with the Sny Island Drainage District, in which interior drainage was analyzed as part of FEMA’s fl ood insurance rate map revisions. Hydrologic and hydraulic models were used, along with Education frequency analysis to determine the 100-year fl oodplain for the Bachelor of Science in 120,000 acre drainage district. Interior drainage studies were also Agricultural Engineering, University of Illinois at performed for the Fabius River Drainage District, involving the use of Urbana-Champaign, 1998 hydrologic and fl ood routing models. Floodplain mapping and fl ow profi les were also developed for Cedar Creek Linear Park, Quincy, Master of Science in Civil IL, using current hydraulic and hydrologic fl ow and mapping software. Engineering, University of Illinois at Urbana- Dam safety inspections and dam improvements and permitting for Champaign, 2001 recreational and water reservoir lakes. Also provided technical expertise Registrations for numerous levee & drainage districts to update assessments in Licensed Professional Illinois and Missouri, and induced head permitting with State agencies. Engineer: Illinois #062-057593 (June Project experience also includes study and design of fl ood protection 2004) levees / fl oodwalls in Marseilles, IL, design and quality control of Missouri #2005014632 uniform levee improvements, Fabius River Drainage District, MO, (December 2005) levee improvement feasibility, Des Moines County Drainage District #8, IA, Mid-America Intermodal Port Authority design of barge dock Certifi ed Floodplain Manager—IL 07-00342 and levee crossing, Quincy, IL, and hydraulic and hydrologic studies (2007) of hydropower feasibility, Quincy, IL. Additional project experience includes working with FEMA and USACE Professional for accreditation (PAL) of over fi fteen (15) fl ood protection systems. Societies Prior experience involved designing Best Management Practices American Society of (BMPs) for urban and agricultural lands, including signifi cant efforts in Agricultural Engineers streambank stabilization. Member, Alpha Epsilon, Honor Society for Special consultant on computer modeling of fl ood plain and water Agricultural Engineers resource projects, including Hydrologic Engineering Center Flood Damage Reduction Analysis (HEC-FDA), Monte Carlo analysis, and Illinois Society of Professional Engineers HEC-RAS modeling. Development of depth/damage functions and mathematical modeling. Illinois Association for Floodplain & Stormwater Management 3. Project Personnel Your trusted solution. 12 KLINGNER & ASSOCIATES, P. C. WWaterater ResourcesResources EngineerEngineer

GGavinavin RRisley,isley, PPEE CCFMFM Water Resources engineer with Klingner & Associates, P.C. since 2010. Mr. Risley’s experience to date includes hydrologic/hydraulic engineering/modeling, geotechnical modeling, civil/site design/layout work, permitting, and environmental remediation. More specifi cally Mr. Risley has had project or research involvement with the following project types: • FEMA 44CFR 65.10 Levee Accreditation • HEC-RAS Steady & Unsteady Flow Modeling for: Bridge/Culvert Modeling Sediment Transport Modeling Spillway Design Modeling Induced Head/Encroachment Analysis Modeling Floodway Modeling for Map Revisions Education • Hydrologic Modeling using HEC-HMS for: Bachelor of Science Flow development in Environmental Interior drainage studies for Map Revisions Engineering, summa cum • Slope Stability & Seepage Modeling for: laude, 2008, Missouri Lake Dams University of Science and River Levees Technology • Drainage Analysis for: Drainage disputes Master of Science in Contaminated site discharge estimations Environmental Engineering, • Streambank Stabilization Layout/Design for: 2009, Missouri University Riprap revetment of Science and Technology Stream barbs Wing dams Registrations • Energy Dissipation Structure Design including: Stilling basins Professional Engineer: Baffl e blocks Illinois #062-065312 (2013) Check dams Missouri #2013025031 • Pump Station work including: (2013) Design Iowa #21968 (2014) Testing Kentucky #29376 (2013) • Dredging work including: Bathymetric Survey Certifi ed Floodplain Site planning Manager Cert. #IL-10- • Lake work including: 00529 Layout Permitting Continued Education Spillway design • Assessment of Benefi t Calculations for Drainage Districts Advanced Modeling Using Permitting for: HEC-RAS, University of EPA Wisconsin – Madison DNR USACE Unsteady Flow Modeling • Environmental Remediation work including: Using HEC-RAS, Contaminated sediment remediation techniques University of Wisconsin – Madison 3. Project Personnel Your trusted solution. 13 KLINGNER & ASSOCIATES, P. C. HHydraulicydraulic EngineerEngineer MMarkark Bross,Bross, PEPE Senior Project Engineer with Klingner & Associates, P.C. since 1996. Experience includes structural analysis and design in steels using LRFD, and reinforced concrete using the ACI Building Code, hydrology, water and wastewater treatment facilities, and transportation systems. Familiar with storm sewer design, hydrological computer modeling, water distribution systems, highway design and construction in accordance with MHTD standards, and construction estimating and scheduling. Specifi c experience includes hydraulic modeling of portions of the Mississippi River and interior drainage studies for levee permitting and FEMA certifi cation using HEC-1 and HEC-RAS. Hydraulic modeling of several large rural water systems in Illinois and Missouri including the Clayton-Camp Point Water Commission, Dallas Rural Water District, and Ralls County PWSD #1, and several municipal Education water systems using Cybernet v3.1. Modeling includes calibration of Bachelor of Science in existing systems and design of water system improvements. Other Civil Engineering - 1996, experience includes some design of highways for Illinois Department University of Missouri at of Transportation (IDOT) and Missouri Department of Transportation Rolla, Rolla Missouri (MoDOT) and construction inspection of elevated storage tanks, water main, concrete paving operations and bridges. Registrations Experience in Drainage engineering. Professional Engineer: • Illinois Department of Transportation – Illinois 336 roadside Illinois #062-054706 (2001) drainage ditch design, including erosion control measures, 1996; Missouri #2001004562 IL 255 roadside drainage ditch design, culvert hydraulics, and (2001) energy dissipation structures. Iowa #21162 (2012) • Sny Island levee and Drainage District – Hydraulic modeling of the Mississippi River from just north of Hannibal, Missouri to just south Professional of Clarksville, Missouri, including Locks and Dams No 22 and 24 Societies for permitting of diversion levee improvement in the District, 1997. American Concrete Institute • Henderson County Levee and Drainage District No. 2 – Interior American Society of Civil drainage analysis for certifying the Mississippi River mainstem Engineers levee for 100-year fl ood protection and modifying FEMA Flood Missouri Rural Water Insurance Rate Maps in the district, 1998. Association • Fabius River Levee and Drainage District – Interior drainage analysis for certifying the Mississippi River Mainstem levee for Continued Education 100-year fl ood protection and modifying FEMA Flood Insurance Rate Maps in the district, 1999. Case Study for Small and • Illinois Department of Transportation, District 4 – Hydraulic Medium Water Utilities modeling, analysis and reports for replacement of eight (8) bridges – Risk Assessment at various locations, 2000. Methodology for Water • Missouri Department of Transportation, Bridge Offi ce – Hydraulic Utilities modeling, analysis and reports for replacement of a 3 span bridge Modifi ed Sandia Method of in Schuyler County. VA • Illinois Department of Transportation – Hydraulic modeling for 10 bridge replacements for District 4 (IDOT). Pumping Systems Design, • Missouri Department of Transportation – Hydraulic modeling for American Society of Civil several bridge replacements for District 2 Engineers 3. Project Personnel Your trusted solution. 14 KLINGNER & ASSOCIATES, P. C. SStructuraltructural EngineerEngineer AAlanlan LLukens,ukens, PPE,SEE,SE Director of Structural Engineering Services since 2000, Structural Engineer, and Project Engineer for Klingner & Associates, P.C. since 1988. Mr. Lukens has comprehensive experience in structural design. Project Manager for levee inspection, evaluation and reports for Corps of Engineers on approximately 40 levees; Pavilion Rehabilitation, Siloam Springs State Park; Inspection of Mayer Pond Dam, Adams County, Illinois; and Village of Gladstone Water Supply System, Village of Gulfport Water Supply System. Mr. Lukens also has a wide range of structural experience for numerous architectural and engineering projects which include Farm & Home Retail/Warehouse Facility, West Central Illinois Area on Aging New Senior Citizen Facility, St. Peter School Kindergarten/ Jr. High Addition, Hannibal Clinic MRI Facility, City of Quincy City Education Hall Plaza, City of Quincy Washington Theatre, Mt. Sterling YMCA, Master of Science in Hy Vee Harrison Grocery Facility, Kohl Wholesale Warehouse, Agricultural and Structural Mississippi Belle Distributing Koch’s Lane Bldg., Park Downtown Engineering (co-major) Quincy Parking Structure, Quincy Notre Dame High School Addition, 1987, Iowa State University, United Community Credit Union Renovation, Knox College Fitness Ames, Iowa. Center, Galesburg CUSD #205, Monmouth College, Southeastern CUSD #337, Pikeland CUSD #10, and St. John Anglican Church Bachelor of Science in Educational Building. Agricultural Engineering 1985, Iowa State University, Field technician experience includes bearing capacity testing, nuclear Ames, Iowa. density testing, concrete testing, and concrete pour observations. Project experience includes New Iowa State Penitentiary – Fort Registrations Madison. Professional Engineer Iowa #PE-13201 (1995) Illinois #062-047328 (1992) Missouri #E-2001020814 (2001) Alabama #32072-E (2011) Kansas #22582 (2012)

Structural Engineer Illinois #081-005167 (1994)

Professional Societies Member, Illinois Society of Professional Engineers Member, National Society of Professional Engineers International Code Council 3. Project Personnel Your trusted solution. 15 KLINGNER & ASSOCIATES, P. C. GGeotechnicaleotechnical EEngineerngineer RRonaldonald CCraven,raven, PPEE Project Engineer at Klingner & Associates, P.C. since 2005. Owner and Project Engineer at Hannibal Testing Labs, Inc. December 1983 to 2005. Prior to that he was with another engineering fi rm for eight years. He has extensive experience in the geotechnical engineering fi eld and construction materials testing. Coordinated all phases of geotechnical investigations as well as management of construction materials testing and quality control projects that involve earthwork, concrete and asphalt testing and inspection. Eighteen years experience in the management of business functions including marketing, personnel, tax reporting, payroll generation, accounts payable and receivable. Computer skills include Microsoft Word and Excel; proprietary geotechnical engineering programs for boring log preparation, compaction, soil identifi cation, atterberg limits, slope stability, consolidation and Education permeability testing. Geotechnical engineering analyses for buildings, Bachelor of Science in bridges, earth retaining structures, impoundments and pavements. Civil Engineering 1975, University of Missouri-Rolla Coordination, inspection and load testing of deep foundation projects including driven piles, drilled piers and auger cast piles. Utilization of global positioning systems for boring locations as well as standard Registrations surveying techniques for elevation data. Groundwater monitoring well Professional Engineer installation cost estimating, scheduling and implementation. Iowa #09885 (1982) Illinois #062-040791 (1983) Missouri #EN 020124 (1982)

Certifi cations ACI Certifi ed Concrete Strength Testing Technician, American Concrete Institute 3. Project Personnel Your trusted solution. 16 KLINGNER & ASSOCIATES, P. C. LLandand SSurveyorurveyor SSteveteve Mock,Mock, PPLSLS Mr. Mock has been a member of the Survey Department for Klingner & Associates since 1973, and the Professional Land Surveyor since 1986. He is Department Manager of the Land Surveying/GIS department since 2011, and experienced in property, topographic, and hydrographic surveys. Project Manager for Rock Island District Corps of Engineer’s projects involving boundary surveys for tower sites and reservoirs; topographic surveys for tower sites, storm sewers, lakes and wildlife preserves; control work for aerial photography and hydrographic surveys. Safety Offi cer responsible for insuring compliance with all provisions of both the fi rm’s Safety Plan and General Accident Prevention Measures required by the U.S. Army Corps of Engineers. In charge of Rock Island District Corps of Engineer’s projects Education involving horizontal control densifi cation surveys for 66 miles of Illinois Waterway System, FAA tower site surveys, and engineering surveys Quincy College, Quincy, for Chautauqua Lake on the Illinois River. As Safety Offi cer for these Illinois, 1971 and 1972, projects, he was responsible for insuring compliance with all of the Majoring in Math. provisions of both the fi rm’s Safety Plan and the General Accident Prevention Measures as required by the U.S. Army Corps of Engineers. Registrations Involved with depth soundings at Lock and Dam 22, Saverton, MO; construction staking and control layout for the Correctional Facility at Registered Land Surveyor Mt. Sterling, IL; and Dot Food surveys including horizontal and vertical Illinois #035-002784 (1986) controls, topographic and property surveys, Mt. Sterling, IL. Involved Missouri #LS-2539 (1995) with survey work for drainage ditches and levees for McGee Creek, Keach, Lima Lake and Fox Run Drainage and Levee Districts. Also Professional Societies involved with numerous topographic surveys and mapping for landfi lls, Member, Illinois Society subdivisions, sewer line constructions, and commercial properties. of Professional Land He was crew chief for the Littleby Creek Bridge hydrographic survey Surveyors involving stream profi les and cross sections. Involved with the horizontal and vertical control, boundary survey and siltation sections Member, Missouri Society of for the LaBelle, Missouri Lake; and soundings for siltation sections of Professional Surveyors the Ewing, Missouri Lake and the Edina, Missouri Lake. Continued Education Missouri Society of Professional Land Surveyors Annual Meeting Illinois Professional Land Surveyors Association Annual Conference 3. Project Personnel Your trusted solution. 17 roject Description:

e City of New Haven, Misss ouri provides fl ood protection to many residi entit al andnd comommem rcrciaial operties located near the CCiity’ss Missouri River front.. Thih s fl ood protectiono syysstem isi cururrer nttllyy ow the acceptable FEMA Accreditation elevation, whih chh causes the area beinngg pror teectted the levee to be mapped as a Special Flood Hazard Area (SSFFHA) or Zone A.A. The City ulld like to have the fl ood protection being provided recognized bbyy FEMA. Theh reffoorer , thhe y plans to submit 44CFR65.10 documentation under the FEMA’s Levveee Anan llyysis s and apping Procedure (LAMP) Freeeboard Defi cient section. Once accepted bbyy FEMA,A the City’s ee system will be recognized as providing protection and the area behind the levee wiill be mapped accordingly. roject Location:

e project site is located in New Haven, Franklin County, Misss ouo ri on the Misss ouri Rivere tween rir ver miles 81.4 and 81.7. roject Zoning:

is prp opoposo alal asss ummeses thahat the siite is zooned ffoor the intendeded use and there are no zoz ning rrvviciceses incn lul deded inn thih s scs oppe.e cope of Services FEMA 44CFR65.10 Process:

Data Colo leectc ion – ThT e ffoollowowinng ininffoormrmatatioion wiw lll be coollllececteed anand ananala yyzzeded priioror to ththe beb ggiinning woork on tht e 655.1.10 doocuc mementntatatioionn:: Scope of Work Sp fWrk a. LaL stt 10 yyeeara s ooff USSAACCEE insspep ctctioion reepoportrts

b. AsA -bbuiuiltlt plalansns of fl oood prp otectit ono and draaininaagge ssyysttemems

c. OOppere ata ioon & Mainnteenaancnce MaManunuala s ffoor ala l lelevevee anand drd aiainaaggee syysstetem cocomppononenentsts

d. OOrriigginala USSAACCEE rece lamam tion or reehah bib lil tatatitionon plaanss andnd//oor ststuddies

e. UUSSAACCE teechnin cal nonotetes oror oththerer innfforo matit onn (i.i.e.e soioil boboririnnggs,s, geoeotetechchniicacal sttududiees,s eettc.c )

f. USUSAACCE olo d leetttterers ooff cerertit fi cacatitioonn

g. Levee system data ((ii.ee. ele evevata ioon dadatat , ggeeototece hniccalal datta,a fl ood perffoormmanancece data a,a, etc.)

h. PuP mpp Staatit on plans, sppececs,s andn reccenent cacapap cittyy tessts

i. EmE ererggeencncy AcA tion Plan anndd//oro Prorocecedud rees 4. Scope of Work

Your trusted solution. 18 A PlanPlan ForFor Success...Success... 2. FEMA Submittal – The proposed project approach will adhere to the FEMA 44CFR65.10 requirements. A tabbed submittal will be prepared containing the required certifi cation and documentation necessary to satisfy FEMA Region VII requirements. This tabbed format contains seven (7) sections that must be sign, sealed, and submitted by a Professional Engineer (Klingner & Associates, P.C.). The seven (7) ) sections are summarized below: d e

u a. Cover Page: this is the cover page that provides general information (date, levee owner, etc.) n i b. Certifi cation of Design and O&M: the overall certifi cation, verifying adequate design t n

o c. (As-Builts) and operation and maintenance systems are in place. c

( (continued) d. Section 1 – Freeboard: verifi cation that the levee system provides at least three feet freeboard above the base fl ood. The top elevation (NLD data) will be compared with USACE 2004 Flow Frequency base fl ood elevations for the Missouri River. The USACE Flow Frequency study data k represents the best / most current available data and is acceptable to FEMA. The package this project will be submitted under is the freeboard defi cient section of LAMP. This section does not r include the collection of new survey data. o e. Section 1ii – Alternative Freeboard Analysis: N/A

f. Section 1iii – Coastal Levees: this section will be noted “Non Applicable” by the Engineer.

g. Section 1iv – Minimum Coastal Freeboard: this section will be noted “Non Applicable” by the

W Engineer.

h. Section 2 – Closures: this section requires the Engineer to analyze all closure structures for all openings through the levee system. f

i. Section 3 – Embankment Protection: the Engineer will demonstrate no appreciable erosion of the o levee embankment will occur during the base fl ood (as noted in the Embankment protection tab). This will be performed through hydraulic modeling and material property analysis. e j. Section 4 – Embankment and Foundation Stability: the Engineer will assess available geotechnical data; the Engineer may perform supplemental analysis of seepage through and p under the levee as well as slope stability of the levee section. The use of geotechnical computer software and Klingner & Associates Geotechnical Division may both be exploited throughout the o completion of this section. This section does not include the collection of new geotechnical data. c k. Section 5 – Settlement: Engineer will assess the potential for future losses of freeboard as a result of levee settlement. The use of state-of-the-art computer software may be used for estimates of potential settlement. This section does not include the collection of new geotechnical data. S Scope of Work l. Section 6 – Interior Drainage: Engineer will review existing interior drainage analysis and perform updated hydraulic and hydrologic calculations to adequately map inundation from interior fl ood waters for the base fl ood. This section does not include the submittal of a Letter of Map Revision (LOMR), however, this analysis would suffi ce for such a submittal.

m. Section 7 – Other Design Criteria: It is not anticipated additional special analyses to be required and Engineer will note “Non Applicable” for this section. 4. Scope of Work

Your trusted solution. 19 3. Meete ings:

Onnee (11)) meeeetinngg in Neew Haveen,n MO ) d Informam tion to bee provided d tot Klinnggneer & Assos ciata ess, P.P CC.. by others: e u 1. All avvailaable items loocated above ini Scoc pep Item 1 n i t 2. GGeeotecechnical Report includinng sooill boring loggss and data a n o 3. LeLevevee SSuurvveeyy data innclc udding profi le annd cross seectioonss c ( (continued)

*PPeermmits:s

1. NoN pere miit ffeees arer antticcippatedd for this proojject.t k

*AlA l pep rmit Fees toto be paaidd by thhe CCllieentn or invoiced as reimmbursrsabablel . r o W f o e p o c S Scope of Work 4. Scope of Work

Your trusted solution. 20 OOurur ProjectProjectEEstimatestimate

Ouurr woro k wiwill be chhara ggeed on an hourllyy basis. The ffoolllowing areae ests immata ed feess::

Neeww Haavveenn Leevveee Accc rreeddiittaatition Data CCoolllece tion & Anaallyysis ...... $$33,600..000 Ceerrtifi cation of DeD siggnn and O&&MM Plan ReR viv ew ...... $$44,000.00 Sectioonn 1: FrF eeeboboaarrd RReevivieeww...... $3,000.00 Seecctiion 2-33: CCllososurese & Embankmene t Proto ectioonn...... $4,000.00 Seecction 4: Embab nkmem nt & Founddatioon SSttaba ili iti y ...... $5,0000 .00 Seecctit on 5: SSeettt leemeenntt ...... $3,0000.00 Seecctiionn 6: Inntet rioro Drainaagge ...... $1166,00000 .000 QAA//QC / Ennggineer SSiite Visiti s / Proojjeect Manaaggement ...... $7,00000 .000 *TTotala ...... $4455,60000 (OOppinion ooff Prroobablb e CCoosstt) *Estit mam tet d ffeees are based on initial prepara ation ana d submmitttal. Additional submittt als and ffoolll ow ups may require additionall time and ffeees. Othher availi aba le sere viv cees that can be prrovidedd upon mutualllyy aggrreed upon scoopep of serviccese andd buddggete : • Leve eee impm rovementt dessiiggn and permittiinngg. • Suru veyyiinngg (i.e. levee suru vey andd//or Riigght-off--Way surveeyy) • Geoe teechc niicac l Investiiggata ion annd ReR pop rtr . • Cono sttrur ctc ioon annd BiB dding Doocumeentn s.s • Envirrono mentn ala sere vices includu ing wetlana d delineatioi n or endn annggeered sppeciees suurvr eeyyss// coc nnssuullttaatioonn. • Archeh ologici ala and related surveyyss.

Estimated Costs Es• Cooorddinnata ioon ana d represene tation on any permitt isss uees.s s s • Connstructtioon AdA ministratit on. • Cono struuctioon Testtingg.. • Onsite consn tructiono meeetinnggs ana d obses rvata ions. • As-buuili t plplana s ffrromo rede lines prp ovvided. Allll worrk wiw ll be done in accordana cee with Kllini ggnner & Associaates,s P..CC. General TeT rmms ana d CCoonditioi ns 5. Project Estimatek

Your trusted solution. 21 Our Project SSchedulechedule

2014 ry February M Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat Sun Mon Tue 234 26 27 28 29 30 31 1 23 24 25 91011 2 345678 2 34 16 17 18 9 10 11 12 13 14 15 9 10 11 232425 16 17 18 19 20 21 22 16 17 18 30 31 1 23 24 25 26 27 28 1 23 24 25 678 2345678 30 31 1

May J Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat Sun Mon Tue

345 27 28 29 30 123 1 23 6. Project Schedule

Your trusted solution. 22