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CCR1993053AMENDED COMMON COUNCIL - CITY OF MUSKEG0 RESOLUTION #53-93 ACCEPTANCE OF PROPOSAL OF MIDWEST ENGINEERING SERVICES, INC. Little Muskego Lake Dam WHEREAS, Resolution #197-92 authorized the expenditure of funds not to exceed $9,500.00 for Midwest Engineering Services, Inc. to provide geotechnical engineering services; and WHEREAS, the Finance Committee has recommended acceptance of the proposal; and WHEREAS, the City Attorney has recommended that the paragraph as to Fee should be amended to delete the last sentence and that the following language should be added to Items 8 and 9 at Line 22 after the word "which," 'I work, will be named as additional insureds on said insurance . . . MES will be doing policies, and shall be named as additional . . . " and further that the Proposal be amended to state that the cost for the services will not exceed $9,500. NOW, THEREFORE, BE IT RESOLVED that the Common Council of the City of Muskego, upon the recommendation of the Finance Committee, does hereby approve the acceptance of the proposal submitted by Midwest Engineering Services, Inc. for geotechnical engineering services not to exceed $9,500.00 BE IT FURTHER RESOLVED that the Mayor and City Clerk are authorized to accept and execute said proposal on behalf of the City subject to acceptable agreements being reached with the property owners for going on their property and doing this work and the language recommended by the City Attorney referred to above being inserted in said Proposal. DATED THIS 9TH DAY OF MARCH , 1993. SPONSORED BY: FINANCE COMMITTEE Ald. Patrick A. Patterson Ald. Edwin P. Dumke Ald. David J. Sanders This is to certify that this is a true and accurate copy of Resolution #53-93 which was adopted by the Common Council of the City of Muskego. , 3/93jmb I I midwest engineering services, inc. 205 Wilmont Drive Waukesha. WI 53186 414-521-2125 FPX414-521-2471 March 4, 1993 Mayor Wayne Salentine City of Muskego City Hall W182 S8200 Racine Avenue Muskego, WI 53150 Subject: Proposal Subsurface Exploration Little Muskego Lake Muskego, Wisconsin M.E.S. Proposal No. 7-2081 Dear Mayor Salentine, Per our recent discussions and the May 28, 1992 site visit made by Richard Eberhardt of Ruekert fi Mielke, John Loughney of the City of Muskego and Matthew Henderson of Midwest Engineering Services, Inc., we are pleased to submit this revised proposal project. A brief description of our understanding of the to provide geotechnical engineering services for the referenced project and a discussion of the scope of services to be provided are included in the following paragraphs. Proiect Backaround The site is located on the south side of Little Muskego Lake between Kingston Drive and Janesville Court. An existing concrete spillway is located on the east side of the site and consists of a concrete box about 15' wide and approximately 40' long. The top of the spillway is at Elevation 792 .O with a bottom elevation on the downstream side of about El. 175 +/-. The diversion channel transverses through a residential area and eventually into Big Muskego Lake. The area of the project is located along the shoreline and includes eleven (11) residential properties about 1000 feet west of the spillway. The ground surface elevation along the crest of the shoreline ranges from El. 192.5+/- .at the west side to El. 794.5 +/- at the east side. The original plans for the spillway and embankment specified that the embankment area be raised to El. 796.0. The spillway was constructed but the filling along the shoreline was not performed. MES Proposal No. 7-2081 Little Muskego Lake Muskego, Wisconsin Page 2 The purpose of this investigation is to determine if the existing embankment is stable with respect to slope stability considerations. It is proposed by Ruekert h Mielke to maintain the shoreline at El. 794.0 with compacted fill (where required) used in conjunction with sheet piling. This will provide a spillway that is about 1,200 feet long to be utilized during a significant rain event. A breach analysis of the spillway structure was performed by Ruekert h Mielke and indicated that most of the properties along the shoreline in question would experience some flooding during a significant rain event and/or failure of the spillway structure. Scope of Services It is proposed to drill nine (9) borings for this project, to a depth of approximately 15 to 30 feet below the existing ground surface. The elevations of the ground surface at the test boring techniques referred to the top of the existing spillway. locations will be determined by conventional leveling The number, location, and depth of the test borings will be dependent on the actual subsurface conditions encountered, and may therefore vary from that anticipated. Where a significant alteration to the workscope may be warranted, prior authorization from the client will be obtained, and any additional work will be charged at the unit rates shown on the accompanying Standard Fee Schedule. The subsurface exploration will be performed with a truck-mounted drill rig, utilizing continuous flight hollow stem auger to advance the test holes. Soil samples will be secured by the Standard Penetration Test method at two and one-half foot intervals, except that the sampling frequency may be increased in zones of foundation influence, or where erratic soil conditions are encountered. Groundwater level observations will be noted during the drilling activities, and classification and other testing will be performed to determine in the open bore holes upon completion. Laboratory visual the behavioral characteristics of the subsurface materials encountered. Upon completion of drilling activities, the boreholes will be filled with bentonite chips. The results of the subsurface exploration and laboratory testing will be utilized in an engineering evaluation and analysis, and presented in a written report which 'will include the following: -Determination of soil and groundwater conditions within the influence zone of the embankment. MES Proposal No. 7-2081 Little Muskego Lake Muskego, Wisconsin Page 3 -Provide recommendations for the type of sheet piling suitable for the proposed structure, if required. -Guidelines for subgrade preparation and placement of structural fill in these areas. -Construction considerations relating to fill placement and subgrade preparation, site drainage and groundwater control, and excavations. -Provide computer generated slope stability analysis for the existing and proposed embankment configurations. - Fee Midwest Engineering Services, Inc. proposes to perform the services on a unit charge basis, in accordance with the Standard Fee Schedule and pursuant to the General Conditions, both of which are enclosed herein. As requested by Attorney the General Conditions have been deleted and the following Dan Molter, representing the City of Muskego, Items 8 and 9 of paragraph inserted. 0 Items 0 and 9 "LIMITATIONS ON LIABILITY AND INSURANCE COVERAGE. The liability of MES to the City of Muskego growing out of this contract for MES's service, their negligence growing out of this contract or allegedly arising from MES's professional acts, errors and omissions shall be limited to the amount of insurance coverage for said acts. MES represents that the company maintains general liability and property damage insurance coverage, motor vehicle insurance coverage and professional liability coverage, the limits of which are at least $1,000,000 per incident and umbrella coverage of an additional $3,000,000 which is, at the least, additional coverage over and above the insurance for general liability and motor vehicle insurance. MES's employees are covered by worker's compensation insurance. MES warrants and represents that it shall maintain the coverages stated above so that the coverage will be in effect as to any claim MES further represents that prior to commencement of growing out of the project involved in this contract. work on this project, the City and each owner of property upon which insureds during the entire term of the contract. Certificates of Insurance will be provided to any additional insured upon request." MES Proposal No. 7-2081 Little Muskego Lake Muskego, Wisconsin Page 4 In addition, the following conditions were also added to protect the property owners: "All concrete and asphalt driveways or patios will have planks placed over them before MES operates on them and plywood sheets shall be placed upon all grass areas to prevent ruts before MES operates on them." "If MES is to operate upon property owned by persons other than the City in performing this contract, they shall not do so, except if they have given the property owner or owners in questions three (3) days prior notice before starting operations upon said property. I' The City will cooperate with MES in attempting to work with the property owners to locate sprinkler systems prior to commencement of the work." and electrical lines on the property in questions A summary of the anticipated cost for the outlined services is shown on the attached Estimate Worksheet, and will be on the order of $8,500.00 to $9,500.00. Final compensation will depend upon the actual number and depth of borings drilled, laboratory tests performed, and required engineering time. Any beyond the control of our personnel, will be considered as special equipment required for site access, and any delays additional costs. An analysis of the hydrology of the surrounding area and the hydraulic capabilities of the spillway and diversion channel are beyond the scope of this study. Midwest Engineering will proceed with the work on the basis of written authorization. Please sign in the acceptance block below, and return one copy of this proposal for our files. Should you have any questions regarding this proposal, or if we could be of any other assistance, please call at any time. We are looking forward to working with you on this project. Sincerely yours, MIDWEST ENGINEERING SERVICES, INC. Matthew A. Henderson, P.E. Principal of Finn ACCEPTANCE OF PRO WHEREAS, Resolution not to exceed $9,500 to provide geotechni WHEREAS, the City At geotechnical enginee Engineering Services, Inc., as acceptance; and WHEREAS, the Finance Committee proposal. NOW, THEREFORE, BE IT RESOLVED Committee, does hereby approve City of Muskego, upon the reco submitted by Midwest Engineeri for geotechnical engineering s BE IT FURTHER RESOLVED that th authorized to accept and execu City. 0 DATED THIS DAY OF SPONSORED BY: \ FINANCE COMMITTEE Ald. Patrick Ald. Edwin P. Dumke Ald. David J. This is to certify that this is a true and accurate copy of City of Muskego. Resolution #53-93 which was adopted by the Common 3/93 jmb City Clerk MES Proposal No. 7-2081 Little Muskego Lake Muskego, Wisconsin Page 5 Accepted by: CITY OF MUSKEGO Name : Title: Date : Enclosures: Estimate Worksheet, Standard Fee Schedule (M10-3), Geotechnical General Conditions ESTIMATE WORKSHEET Client Name: city of Muskego Date: 3-4-93 Project Name: Little Muskego Lake M.E.S. Proposal NO. 7-2081 Project Location: Muskego, Wisconsin 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 1. 2. 3. 4. 5. 6. 7. 8. 9. Field Exploration services Mobilization of drilling equipment and personnel Drilling support vehicle Boring location and elevation measurements Determine the existing embankment cross-section site reconnaissance by Project Engineer soil drilling with Split-spoon or Shelby Tube sampling at 5-ft.intervals from depths of: Additional Split-spoon or Shelby Tube samples at: - 0 to 25 feet Additional charge for Shelby tube samples - 0 to 25 feet Bentonite chips to fill borehole Repair lawns, plywood, planks, etc. (if required), cost + 15% Laboratory soil Testing Services unconfined compressive strength tests Calibrated hand penetrometer tests visual engineering classification Moisture content tests Atterberg Limits determination Grain size analysis, mechanical and hydrometer Extrude and classify Shelby tube samples Density determination with moisture content unconfined compressive strength on undisturbed samples Quantity Lump sum 2 Days 4 €IOU19 4 Hours 2 HOUm 150 Feet 25 Samples 40 Bags 5 Tubes unit Pee $200.00 $200.00 75.00 150.00 80.00 60.00 240.00 320.00 60.00 120.00 7.90 1,185.00 30.00 9.00 225.00 150.00 11.50 460.00 0.00 Subtotal for Field Services: $3,050.00 30 Tests 30 Tests 10 samples 2 Tests 5 Tests 30 Tests 1 Test 5 Tubes 5 Samples 4.50 2.75 2.50 4.25 48.00 75.00 16.00 30.00 60.00 135. @ 82.50 127.50 25.00 96.00 75.00 80.00 150.00 300.00 I I Subtotal for Laboratory Services: 1,071.00 I Engineering Services for Evaluation and Report Preparation 2. Project Engineer 1. principal Engineer 3. computer Generated Slope Analysis, per run 4 Hours 75.00 300.00 40 Hours 60.00 2,400.00 6 Runs 300.00 1.800.00 subtotal for Engineering Services: $4,500.00 Estimated Pee: $8,621.00 rnidwest engineering services, inc. Slandard Fee Schedule Geotechnical Services ENGINEERING SERVICES Engineering B Technical services for site reconnaissance, boring locations, field supervision, water level measurements 8 sampling, engineering evaluation, analysis, B consultation. Staff Engineer or Geologist $50.00 Per Hour Principal of Firm $90.00 Per Hour Project Engineer Principal Engineer $60.00 Per Hour Engineering Technician $75.00 Per Hour Secretarial Services 630.00 Per Hour $22.00 Per Hour FIELD SERVICES Support Vehicle Mobilization of Drilling Equip. $2.25 Per Mile ($200.00 Minimum) Boring byout $0.40 Per Mile All-terrain Drill Rig $275.00 Per Day $ 80.00 Per Hour Standby & Problem Access Time $110.00 Per Hour Soil Drilling with Split-spoon (ASTM 0-1586) or Shelby Tube (ASTM- D 1587) sampling at 5-foot intervals. Depth Range Unit Charges Per Foot, Unit Charges Per Foot Extra SS or ST Samples 3 U4.4 1/4' 1.0. Auger 6 114'1.0. Auger Easy Drilling * Hard Drilling ** Easy Drilling' Hard Drilling" 0 -25h. $ 7.90 $ 9.90 $10.25 25 - 50 $ 9.25 $1 1 .oo $12.75 $ 9.00 50 - 75 $12.50 $11.90 $14.25 $14.50 $12.00 $15.50 $18.50 $14.50 75 - 100 $14.50 $17.50 $20.25 $24.25 $18.00 0 * N-count of 40 blows or less, or Qu or Qp less than 4 tsf ** N-count greater than 40 blows, or Qu or Op greater than 4 tsf Auger Drilling without sampling Rock Coring wilh Diamond Bit Rock Boring with 3' Roller Bi Rock Coring & Boring Set-up Charge $125.00 Per Hole Pavement Cold-Patch at bore holes $20.00 Per Hole $ 6.75 Per Foot $ 28.00 Per hot Shelby Tubes, 2' diameter 522.00 Each 3' diameter $30.00 Each $ 20.00 Per Foot Drilling mud as needed $ 2.50 Foot LABORATORY TESTING Unconfined compression tests. without stress-strain curve with stress-strain curve Hand Penetrometer Test Moisture Content Tea Visual Engineering Classification Atterberg Limns Determination Organic Content Test Grain Size Analysis, Mechanical & Hydrometer Grain Size Analysis, Mechanical Density Determination with Moisture Content REMARKS $ 4.50 Per Test $ 2.75 Per Test $40.00 P,er Test $ 4.25 Per Test $ 2.50 Per Test $48.00 Per Test $18.00 Per Test $75.00 Per Test $45.00 Per Test $16.00 PerTest Preparation of Shelby Tube Sample Moisture Density Relationship Standard Method, ASTM 0-598 Modified Method.ASTM 0-1557 California Bearing Ratio (CBR) Consolidation Test, Maximum 16 tsf Loading Permeability Test Constant Head Falling Head Remold Permeability Samples $30.00 Per Tube $110.00 PerTest $135.00 Per Test $220.00 Per Test 6280.00 Per Test $170.00 Per Test $150.00 Per Test $ 40.00 Each Charges for monitoring well installation. analytical testing services, and special equipment or sampling techniques not included herein, will be quoted upon request. Rental equipment B commercial transportation charges will be billed at cost plus 15%. A per diem charge of $50.0D/day will be billed as applicable. Invoices will be submitted monthly, with payment due within 30 tions will remain valid for 60 days, at which time they may be subject to change or withdrawal. days of invoice date. Interest will be added at a rate of 1 1/2% per month of delinquency. Proposal estimates B verbal quota- Yl0-3 la1 Midwest Engineering Services. Inc. GENERAL CONDITIONS Geotechnical Services Item 1. Scope of Work Midwest Engineering Servlcas. lnc. (M.E.S.) shall perform services in acmrdance wih an 'agreemenr madewith the 'client' The agreement consists of M.E.S.'s pmwd. SranM Fee schedule. and hese General Condihns. The 'clmnr is defined as the person or entity requesting andor authorizing the war!% and in doing so. dientrepresenls and warrants hat he is duly authorired in his mle. even if performed on behalf of anomer parry or entity, in which case UIO other party or entity is aim mnsidered as the dient The accaptance of M.E.S.'s proposal signifies the acceptance of he terms of this agreement The fees for services rendered will be billed in acarrdance wirh the Standard Fee Schedule: unit rates for fervicas MI covered in the fee schedule OT elsewhere in agreement can be pmvided. The sandard of the conditions and allocations of risks and obligabns described in the prices proposed for the work are predicated upon he dienrs aaa%mce agreement The dent shall imparl the terms of his agreement to any third parry to whom dient releases any partof M.E.S.3 work ME.S. shad have no obligations to any party other hn those expressad in this agreement work site. In he event the work Jite is not owned by he client dent kern2. SkeAccess. Thedentwillpmvidefortheright-of-acossttohe repsents to M.E.S. that all nemssary permissions lor M.E.S. tomterthe siteandanduct the work have been oblained. While M.E.S. shallereruse reasonable care to minimize damage to the propetry. the client under- standshalsomedamagemayoccurdunnghenormalcourseofwor!%~t M.E.S.hasnotinciudediniBfeehemstofrestorationof&mage.andhat client will pay for such restoration costs. reasonable precautions to amid damage to underground s6umras or kern 3. Utllkles. In he performance of its work. M.E.S. will take all utilities, and will rely on utility localor services to mrrecdy identify their buried service lines. and on phns. drawings or skerches made available and provided by the dmt The client agrees to hold M.E.S. harmless and indemnify M.E.S. hum any claims. eqenses. or other liabilities. induding ground ~~chrres and utilities which were not mnecffy and dearly shm reasonable amy fees. incurred by M.E.S. for any damages to under- ontheplanspmv~edtoM.E.S.orothemisedisdosedbythedienIorutility locator service. M.E.S. will be responsible for orden'ng the utilily locator services only if expressb set forth in he scow of the ~~~poral. Itern 4. Hazardous Materlalsand bndltlons. Priortothestanof duty of the client or other involved or contacted mer. to advise M.E.S. services. or at he earliest time such informaljon is learned. it shall be he of any known or ruspectsd undocumented fib. hazardous materials. by- products. 01 constihrents, and any known emironmental. geologic. and geomehnical conditions. which exist on or near any premises upon which work is to be performed by M.E.S. emplo ees or submnuadors or which in any other way may be pehent to M$.s.'s proposed -cas The dsurvety of unankipated kzardous mamrials. or suspected hazd ous materials. may require hal sped4 and immediim measures be erenised to protect the health and safety of M.E.S. site personnel andlor the public. M.E.S. may at itr ophn and on tha basis cf its ju&ement and opinion, exercise such preghs to mmplete me prcjsa or lenninate furtherworkonthepro@ InmthercaJe,thedintwiOtenrr~f~as~n as pdcally possible, and the dient agrees to bear aU reasaMMe and equitaMe arsta~us8nents. if any. assw'ahedwith such messures taken. M,E.S.'s work shall indude visual observation and laborato~~ testhg of subsurfam. forthe purpose of evaluating me gealechnicaf dwaclmistics subsurfam wafer and soil samples obtained by inrmsive sampling of the generete,banspc~oratanytimewnorstDn,hilIardousmaterialninihe of the subsoils relalive b the pq'ect As such. M.E.S. does not main. responsible brhaproperdisposaldallharardarsmaterialsindudng, but performance of its work. The dint mi lake posression of and be not limited b samples. drilling fluids and cutlings. decontaminarionandwell development fluids. and UE& disposable proledive gear and BquipmenL Item5 Confidentiality. M.E.S.shallholdconfidenlialthebusinessand technical information obtained or generated in performance of seNicas underthisagreementandidentifiedinmitingbytheclienlas'mnfdenllal.' mired bygovemmenral stahrm. ordinance. orregulation; fwurmpliame MKS. shdl not dsdose wch information ewpt if such disdosure is with profes.4onal slandardsofconduaforpublicsafety. health. andwelfam anrcerns:wfwprolectionof M.E.S.againstchimsorliitili~sarisinghum pedormance of ils services. The technical and pricing information conmined in any repn or proposal submined by M.E.S. is to be considered confidential and proprielary. and shall not be released or ofhewise made available 10 any hid pariy without he express wnmn consent of M.E.S. kern 6. Standard of Care. M.E.S. will perform the servicssunderhis 0 egreement in Bccordance wih generally accepted pracpce. in a manner of this profassion under similar circumstances. No other wananties consistent with the level of cam and skill ordinarily exercised by members implied or expressed. in lan or by law. are made or inlended in his agreement The dient remgnizes that subsurfam soil and gmundvater condtjans can viuy tehveen sampling points and with time, and mat the interpaation of dam and opinions and remmmendations made by M.E.S. are based solely on obtained data. Such limitations can result in a redirecrion of condusions and interpretations where new or changed inlormation is obtained. M.E.S. mil not be responsible for the interprera- tim ty ohers. of data obtained by M.E.S. for the geotechnical s4ldy. generally acoepted methods and pmmdures it considers appropriaIe to kern 7. Technlcal Methodology and Protocol. M.E.S. will seIBct aommplish ttm inlended andundmtood purpose of its semioeswithin the scope of his agreement. and he dient signifies mwmm with Mse other meM or prdures am preferred by the client or considered methods and procedures by aofBptaw of his agreemenL In the event pmvided prior to execution of his agreement mm appropriate. a wrinen description or designation of these must be kern 10. Modlflcatlons. This agreement and ail atfachments pursu- ant to this aglsement represents be entire undersrandng beween he ofthis~n~unlesss~alte~ns~~umdtowntingandpmpe~ panies,andnei~thedmntnwM.E.S.mayamendormodifyany~ped exearred by the parties hereto. These terms and conditions shall super- sede all pior or cmtemporaneous mmmunications. representations, or agfwmmB. end any provisions expressed or implied in the request for pmpasal,pu~haseorder,authwizationtopmceed,orotherconbad~ty pmvisions. bb+mther wimn OT cfd. I(em 11. Payment. Invoices for performed work will be rubmined monthb for sarvicas rendered the plwr month, payable within 30 days d invoice date. The fees quomd are based upon an expeded he1 payrnenL An interest charge of 1.5% per month will be added t d delinquent charges: however. M.E.S. at its option may terminate iB services due to dmts failure to pay when due. In he event of termjna- tim of seNnas prior b completion. client shall mmpensate M.E.S. lor all sewices perfommd pior to and for sudr minabn.