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Home My WebLink About03-Carmel IN-SR1-SR1pAy®A: SUBSURFACE 7NVESTIGATION& 'fix T Alt & Witzig Engineering, Inc. TABLE OF CONTENTS SUBSURFACE INVESTIGATION GEOTECHNICAL RECOALMENDATTONS 4105 West 99th Street. Indianapolis, hidiana•46032 AND THE Di AND DETAILS Ph(317)875-7000• Fact(317) 876-3705 SECTION PAGE GEOTECH[NICAL RECOMMENDATIONS DISCLOSED HEREIN ARE THE Ex=SeE PROPERLY OF MINTER ARCHITECTS INC AND INTRODUCTION.................................................................................................................................. I ]INTRODUCTION SHALL NOT BE COPIED OR REPRODUCED IN MOLE M October 31, 2018 IN PART WITHOUT ITS PRIOR DESCRIPTION OF SITE...................................................................................................................... 2 General WRITTEN CONSENT, ICT, LLC Dba Freddy's Froson Custard & Steakburgers FIELDINVESTIGATION.........................................................................................._......................... 4 DAN WINTER. ARCHITECT E. 146a Street This report Presents the results of a subsurface investigntion performed far the proposed Freddy's Cannel, Indiana 46033 LABORATORY INVESTIGATIONS......................................................................._......................... 6 Frozen Custard to be constructed an North Michigan Road in Carmel, Indiana. Our investigation was Aton: Mr. Blake Epperson conducted for ICf, LLC dba Freddy's Frozen Custard & Steakbmgers of Carmel, Indiana. FREDDY'SFROZBNCUSTARD SUBSURFACE CONDITIONS ............................................................................................................ 5 CARMBL, Mil RE: Subsurface Investigation & Authorization to perform this investigation was in the form of a proposal prepared by Alt & Wittig, A&WPROJECTNO. 18/1 Geotecha ical Recommendations GEOTECHNICAL DISCUSSION AND RECOMMENDATIONS.................................................. 7 Engineering, Inc. (Alt & Wilzig Proposal: 1810G022) and was accepted by Blake Epperson ofICT, Freddy's Frozen Custard Q Carmel, Indiana CONSTRUCTION CONSIDERATIONS ..... . ................................................................................... 13 LLC ribs Freddy's From Custard & Steakburgers. Alt &Witzig File: 18IN0662 Dear � Epperson:g STATEMENT OF LIMITATIONS..........................................................................._....................... 15 The scope of this Investigation included a review of geological ogi maps of the area and a review of I geologic and related limpurpre;areconnaissance of the intermediate site; a subsurface exploration; field Q In compliance with your request, we have conducted a subsurface investigation and evaluation for the APPENDIX end laboratory testing; and mlmesering analysis and evaluation of the materials. above referenced project It is our pleasure in ambient herewith one (1) copy of our repom PREPARED BY.- Recommended Specifications for Compacted Fills and Backfills / /\ Al WTIZIGENGMEERING,RYG The purpose of this subsurface investigation was on determine [be various soils profile componemts, Excavation Details in Unstable Material The purpose of this subsurface invedigatimwa;todetermine the various soilsprofile components, V GEOTECI711TCALDIIZSION the engineering characteristics of the subsurface materials, and to provide criteria for use by the design mgincers in assessing the site for construction, preparation of site grading plans, and determination Site Location Map Boring Location Plan the engineering characteristics of the subsurface materials, and to provide criteria for use in 0 of appropriate foundation types. A detailed discussion of our subsurface investigation results and Boring Lugs assessing the site for construction and evaluating subsurface conditions. w/ LL morarumendations are presented herein. General Notes We appreciated the to work with on this project Often, because of design and nPPreci opportunity Ym Proj Seismic Design Summary Rep County Custom Soil Resource Report for Hamilton Cow A Phase I Envuumment Assessment was conducted in conjunction with this investigation and is Z , construction derails that occur, questions arise comceming the soils conditions. H we can give funkier presented under a separate cover. (Alt &Witzig Project No. 1 BIN0665). Z Z PREPARED FOR: service service in these matters, please contact us at your convenience. ICI, LLC y 1 J N =U DBA FREDDYWFROZENCUSTARD&STEAKRURGERS very tody yoms, CARMEL,EIT11"A ,rann"'Irnrryp. /SSA Aft & Wh* Enghtesuft Ac. I xrt3aozrz �� LiSrATEOF ¢s n Nicholas K. Hayes, Project Engineer LL Z U dial, p�vx' �N �SA"ONAL OCTOBER 31, 2018 Brian A Way P.E. all O� Subsurface 1wrimmisidon and Foundation Engineemg clas®ni•eH,00su.•aNm ceio Conmurnon MaYn'a4 restingendingrecffon 1 Ah&WitzigFt1e:187N066I Q Ev®arise. Ft Wayne•rndimepolie.lereyeR. MvmaviWaw9A amQ loGuu EpVlranpenfalSerelee! MW Errs Lim DESCRIPTION OF SITE Site IHstory FIELD INVESTIGATION Ground Surface Elevation the southwest comerail of the site was previously occupied by a single residence with a gravel General Ground surface elevations were not avoidable at the time of this report. All depths reported on the Site Location driveway. This simcturc was pension on the site until 2013. The atrial photograph below from Boring logs are from the existing ground surface at the time of the drilling operations. The site is located at 9701 North Michigan Road in Carmel, Indiana. The area may be located Field investigations to determine the engineering characteristics ofthesubsurface materials included usingthe Carmel, Indiana 7Ya Minute Topographic M in Section 7, Township 17 North and Map P 2005 shows the location of the former structure. a recomtaissance of the project site and performing eight 8 boring; located approximately as shown Proj P B !;b () Bs nPPro Y Range 3 East. The general vicinity of the site is indicated in the Site Location Map included in the Fi 2: 2005 Aerial Photo ah an the Baring Location Plan, performing standard penetration tests, and obtaining soil samples ,��ae vs" pVfdOraad® MD Appendix of this report. An aerial photograph of the site from 2018 is presented below. s� spilt-spoom sampler for further laboratory testing. Thea apparent groundwater remimed in the standard s ry & PP @o �',rAq, z'pIST ; ' E Fq '' f"it Fr e1: 20lSAerial Photo a h \\\ level at each boring location was also determined. Sae AR19 00 Drilling and Semolina Procedures �Srypr <" 5 \ The soil borings were drilled using struck -mounted drilling rig equipped with a rotary heed Hollow -stem augers were used to advance the holes. The advancement of the borings was temporarily stopped at regular intervals in order to perform standard penetration testa in WINTER Y accordance with ASTM Procedure D-1586. ARCHITECTS t' wad' The standard penetration test involves driving a split spoon soil sampler into the ground by dropping 1024 EAST FIRST STREET a 140-pond hammer, thirty (30) inches. The member of hemmer drops required inadvance the W I C H ITA, KS. split -spoon sampler one (1) foot unto the and is defined as the standard penetration value. The soil 67214 samples retained in the split -spoor sampling device as a result of the penetration tests were obtained, PH. 316-267-7142 1 classified, and labeled for further laboratory investigation. PROJECT ARCHITECT: Lzj - Water Level Measurements RODGER BAKER The apparent groundwater level at each boring location was measured during and upon completion of the drilling operations. SOIL REPORT t These water level measurements consisted of observing the depth at which water was encomtered on the drilling mds during the soil sampling procedure and measuring the depth to the top of any water DATE Site Description following removal of the hollow stem augers. It should be noted that the groundwater level 11/7/2018 measuemen6 recorded m the individual Boring Lags in the Appendix of this report are accurate Only The site is relatively flat with an estimated relief of less than two (2) feet across the site. Drainage for the specific dates on which the measurements were performed It most be understood that the is primarily to storm servers. The ground surface across the site during boring operations consisted of groundwater levels will fluctuate throughout the year and the Boring Logs do not indicate these gross. The approximate elevation of the site ranges between 883 feet in 885 feet. fluctuations. DRAWN BY: RMW 2 3 4 5 Alt&Mali Fie: 18MW2 Alt& Mang Fie: I81N0662 Alt&Maig Fie: 18MW2 Alt& Wim'g Fie: I8M0662 DIN RELEASE. FOR ............ SHEET NO. Subject to compliance with all regulations of State and local Codes S R 1 City of Camel yVT�tax�0pldsL DATE: \\ 04/03/19