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REPORT GEOTHECNICAL EXPLORATION
SCANNED: By st Lucie Caunt.� I FA T ERNA& IONAL.� F.LC?RIDA' LEADING ENGINEERING SC�U G7 Repo o� +Geo�eGhnc�al ExpiQr' anion " pro oed Three-S�ory fsdene ` SO-SO S 0 "ean. Gtri re (Lc►t 20 Dtamond,-Sand ) Lurie County, ;Florrt#a.. A ril 5 2048 GFA RM, Na.� 1,8-5979r00' For Phenix. Really Hods: - y r txi�:�z>�• rM sou ce�.'��a��.. xx ra �• �a,w er � ,fir 'QDD¢ Dif� •�'i�. `yY6",iY^.SYL$ �ya•F4.fi,'� � tr�D "c fYRkY�AP�.xf �'"�': DeDcciasr ,�ar�m7 ^ zsi;� abbD#izbD aD Rt,"C 8.#�k�t[V �AP@'RtB R@D@BDR4 ILA ":. D@RRiF R §.ix.CAa#£Y .. D g ^ i�-;3` .::'- DQQQ.QQb Q6 Db tlffi.8Q�� .• ,• �¢:;- s II Ij 4DQD,�QDC ot QanfiaotlQbPe.tl�a UwlW CD'n@bh .. df N `� .. •�u ;kitm aA & ��N ��III Qarua�pw 3 , a �: ter, an � - - �,�: �' 1, ���•s: ,,em;: � � �I �k: x�a F a s: r. aa99 (( F e o � 44, M �IV APi Phoen.'ix Realtj�Homes A#tri Mr Alan, Tarpelt `i780 N slog �oatl, Suite 12Q liVesf palFlorida 38 11 Sitettt Proposed Three tor: Rasid6h 8036 5 nc�ean Rrl lLoF201 iamand Sande); St.;LuciCounty, IFl�rida G�'A Prp�ect No:18 �179 f14; Deaf M►"_ Tarpeil: GFA 1.- ' iatenal, inc (GSA) iias'completed the ; ibsurFace eXp)oration ante eofiechmcal> ;angineenng evalua#ion For the above referenced prgject� in accordance with the geotechhIcal end engineering service agreerrren# for tars project` The scdpe o>ervi$vas completed gin" accorde ice: Stith our G.eofeclinii ai EngFneenng Proposal (18-51.79,00}, planned: irz conjundtim kvith and authorized: by youN: EXECt1TIV"UMMARY... T .he purpose of"our sub, irfacc explorat!on was to Massif the ilafiure of the;subs dace saris and' ene�l geomQrphie conditions# at the Sato and evatua#e xheit impact the :upon piiposed cons#ruction, This report contains the results of -our subsurface expiora4on; and oUr engineering interpretations of these with recspect to: the protect .charactensfiGs <desdr'bed to us, it cludir g providing recornmeiitla#ions f r sife preparat+ors ant! #kfi@ d�asrgn ofi the fouridafl system.... Based` on converse#ions with the client, we understand the ;protect consists of constructing a three -level residence Since the rarderrtial strure (bY a portion #hereof) will fe toGated fast of the Coastal G6nstr fiction Co trol Line. (C �}s a pile suppor%d: foundation is >required.. The' main residence will be eleuated above lo+er{level garage that may have walls and ground ;floor sfals of frangible breakaway design. We .,assume the structure wri) utilize conventional design and donstrucbon ant;tie s�ipported by colutnne founded upon;pile foundatlonsr Strtacture! tlesrgn loads have not peed providae to tie For the foundation recommendatrbrts presented in ihis� repori, we assumed the maximum column load will be 50 %ips and the max+mum welt oedrng (if aplrcablej wall p 8 kips peg linear fnc�t, Based orfiurrerit site grades, weesfimat that 4pto� fe.,e# of fllyvtly tie�requ,�red tcE apl�ievo final :grade.; . T ' . he recoini�rtndations pcovid�d herein art; based upon the ataovi: �onsideratians.. if #he�state�d y coil itions ere incorrect, or if ro act descri #ion; is revised: please arttorin J-0 ao: #hat .wd�ma xrevievu.ourrecomnrri3ndatio'ns.. ifh:res echo an modifnationa: Two r42c-standard pOn' efirai�on test {SPT� bcringsadvanced to.a depth of approxim..ately #arty et below the existing ground surface :were eornpleted fvr this s#udy The subsurface soil co�nd#tiQms �entountered at the boring locations generdlly cansasted. of med'i'um .dense fine sari 'G07NW;Commodity`Cave � PArt�t,�ucre,FlQnda 34986 •;,,.(772):92�-�5i5 �. (772j9?d-�3580'�faxj ':.+!teamgtacor�, OMas:TttrtaWi OX ft6sed fhf6e StoryiRes+der►ce Geofechrfilcal lotafrorrRegorf 80 6 i7cean ©r�ve� St 4uc �F `Ftotida . af�,�A Prple�YalVd , f8-5?79,00... Fade � ot'7.1 an rowrn to dep#1 of-33 5 feet them vary i0900,10idose :s►It and fine _sand (MI,) to 6' app r depth of f 5°feat, and then dense fine :sand (SI✓') to: the )as rmg terrn+nAtjon depths of 40 feet. below the exist+ng gtound' su�#ace Please refer to Appendix: b Record of Test �onngs fora . leta�led account of each bor+n�g ;GFA recommends that the proposed ras+dense be supported by'a deep fbundat+bn systerri consist►ng of angered cast in1place (AC1P) p+les, Eased on our anaiys►sjG1=A est+rnafs that 14 mph d►ameter AG,IP►I .►ntalld #o a depth of 40feet boliw the e�cist�rtg grqund suffce,►rY prov+de a ma►mum ollowable a�tiai ..co:mpressive. capac+ty of 24.. #ons an`d a "mexirnum >tensior capacity of 8 5 tons; For Ilia ground suppor#ed' f angible wails and on grade concrete floor' slabs, a maximum allowable bearing capacityf 2,5Q0 psf may be used for 'shailaw faundat�on: design The: suhgrade so►is should be +mpg Dyed (dens►fled) w+th compac#ion from the sfnpped grade_pr+or to; oonstru alho the four dot.on pads and perfbrm►ng t�►e footing excavations The top 2 feet below s#nppet, clrade should i'e eonipacted to a m►nimur o> 95 percent tlens+ty prior to placing fill to achieve final grade F+li t+nlad+ng stem wall backfill) should be .placed' +n 12=mch lifts and egmPao#ed to :ach+avea rrtm+ urn 9b percent tinsity 4fier compg ejcaat+ons,: tkte.siit grade to. a. dap#h of 2 feet beiofinr;bo##o of fa4tings. , ou b compactsd to achieve -a m+n►murn 9 pgrcgent density:: . $cour eteva#ions used to pil caiac+#y calculations; are those provided by.the Flonda DEP for " ooastal constr ' at"ri :but rr►ay� nofi be adequate :for AM' uai scour eleya#tons; in h+�i`r+cane events exceeding the QEP assuo ot+ons :and cause loin+er scour ele at►onst. Therefore, our analysis is lim+{ed to thet"praA d, by th 6150scour elevation, and scour anaijis►s was not included +n o`,u scope of work,:, tittle appreciate the opporiun► fQ be °of seN+ce to you on tt►+s protect and look forward toa con#+Hued associat►on Rlea a do snot hes+ta#e to cof►taot s►s +f ybi+ .hails any gaestions of comments, car4 we friay t'urth r assist you as your plans proceed Resit a'ton (te Qf Au't►orzat+on;tUo 430. ,� y6321$ o s,r . rCoil+e::E:ii: 1*46t t hon ;11t1r, A60Tarpeil Phoenix Realty ldornes:. 1 pdf: s P sed Three 5to yP#0delxce Geote�h»ica( E�rp(otrat(nn f epprK 8a3¢ S ©cen Drre„St l +ire 'Pon. Flprrd April t;,0 ;GFA�Pre,/ect'11fo r8 51,7�9�00' - Page�3 bf•?�1: ?`AB.LE OF CQN EFTS .y T♦ �i , Y I r Jx R,f'i. If. ! ,..'!1 ,.• .a, .,YY.. Y [ l r •ti. i lY,..,• • 1,�2- Pro��;ct D�senPttor�; �... ;,.:; ,....,.�... ...�..: �„m :.�•. _ tn:.M,, .. �.:. _ . _. . I��^�'ePCi4��c/tiQ.� 2. Fr�ld.E�cpJ6Mti©n .,s.ii. fi.i.ti....i...... •L. ....a1Y,.« . .0 i..... .....a.......i «.i...a,•..i. ...a +i.r 7 CYas orl, 0c�n; }. . • .... a .. 2 4: Geomorph'; C�nditiot 5. Hydroge�logi al Cbndl iOn {�, . x � r. �, r . ,� t1 ; rx >�, 3..• -�` 0 ENGINEERING :E,ALUl 10N Ah1Q RECQMMENDATIONS 3,Pile Foundalaon Recz►�iman' datiansi � 6 3. Prle (nstallf , ,,, . l 4 Fbop'd tic or��raunid L r 1 Frangible lillal(s .rJ �. ,.T��r r :, ..,r ..r.: 3 5 Ground Levei FIoo't Slabs Frangible) (, « Woo rin .l 5�0 BASIS FOR RECOMMENDgI"10NS. ,;- ... .11 fipPendi A Vicm�ty MaP A�pen� B Test LQcafior an - <APperdax C Notes:Relat,d 10 Bvrmgs .: :APRendi [ Recortl. ofTest Sor�r�gs Plxerid�x E t?rie Ca�a�rtY:a�s APpei r3ix F.:: ©isdiassion of S i1 GtdU0'6 001`1&0�1*sl Ofe ;R09 tt 0� 0" 8 3_6 " tF 'PrO IIIA IN7t 000011, 0 low. T600460tivia, 001F a. $0, PC' Proje. si a 4 1 1 diidft than may ave. surrimanze ith6. Aw, any � apparent rtor fi, vv **N m, are Pot . I towl riotingPrepare records of the sci� bring lags deptcbrrg ;ttite supsurface soal conditions en�u>at+�r�d Jolir. Iietd 2 1000, PP Ow o . y each soil ,.; duringour ,field exploration for class014atrarr and adds#tuna! tenting if ne scary 3. Evaluate :the; eatistmg t, f6un a ion. son coln"'difloml "iiophd A'drithilg),olut a t sup lot A� (e;,qrpmgFj6nswlth:rs structure, r%,.bdW[nq allowable ooit001ih" OPWty, boa, n'%e 0i abo", an 100 design ram Project . Ot.0j", Fused on conversations lth�lhb. ?OOK "W untlerst rid th- - f 'If, `d 0 9 0OP!,po �sj#t..;,of 0 _dh$tru .,g residence vc , Al'd l:t . .1. .11. l how) m'(00 ,'!O 0.000 east of the Coastal COW irdtLihoa pile suppQr#ed foundation as restuirad Theamain df. level garage h residence fit b& elevated: 466� and qwoPRO, 1fiooX stab I_raAng"lbio —'brook 4r-O".0il9i014.6'"0IO'P -b0.." *WWO?M411 iOply design erld s.vrudti6h aid iUppdireed lsytdlu dunded pile ounda pfit..Structural:. provided designs 10POO have roj... O.e � a d "M PrPv �Fq! d P�PppntOO. -Jq. P , , i6'-ire 11"!") 16 assumed --.o k' this6m "Os M6 I _ft u rvo 5 then n klinum wail loading f ppA.' 11MM11:40 $:p linear f k 808,0d , curry 0it t site "&j�� estimate;: That upia � feet oi` flll wmlt be rpeuired to achieve final gra�ie= be.,.odommomdations:a0wkdef evejoare%bas d 'on *AhOV �4orsld eti0 Ifth§ : 41 Sage D POO ' .=��= ' -----------------'--- ' ^ ' ` - , ' ^ � — 6� � ^ wm Ii 00.-.s. valsm. nve; 'Ot, ;O OM PM 'N :61 5 Fkq 'TL� n . zo 11 0.0.loj may:. fds' th' site iy,.. ccuPac ti rid * jespect'1th 0.,� e.,ppnrvec faundatlon upport, are�baS� uln ors -A . a In 1-1-I.. ''t r., (f.-tho-gW6 '0 FORT. �k _e d, F A..sothat uve may U. Rik 'I'' lduk -level flat�r slabs. and, garag q*qn0jdgmO, fife f0ljow the PPO 00 Aw A §00 APPOMX' §"Y9.1.1 of at thp; boring mtiqm"gomomtlk mp. pf , lb 0- "Ob'! 9 p dr, - �l d. e, or e, d! f'33,5 i�dt,.Ah -90 - end then dense :',(SP)l the: 6t (each depth dF will. Oijaui6te: eavy rains. I . rtolu&'. df"woflc: In 'rdi . i1tto'll -w the wtt seasonal : ... ....... . .. . AND l$R atiori of the site and subsurface: �onditlons at the P 10-tidn"i- s"hid.-bUt r"e'c"o*"m,-,m"e-,n'ddtibii" 'fbts'ltpreparation .. p� tour site rv400 pip Jp ano.. n%irination. sand Wfjj�Wt'al,conditions :as p-be-s OMIAO-d in thli, Olypprfec;: OF. X.. the 0.0. ti- spq!.'dt to any .. d,jPi'.Afi* merYlations .11.ref1... N , P.-O -.. 1000 thereof) wiIt be located east of the Coastal al on is'.required,iFtahglbl Oct" COL), A,,.pile imuopprt .i6aid-ft;ap avails v*,"PO 'either 0 ..p or "pp,;?ft.,d ' pppp; pr 0-0, 3 Oqfmjgq vaorts 1prdevelop Ajqi: fpqp afore fep pim'endations for 19 Prq gSli Thee' -tor 'Resr a el G" o rica! Ex' 1 a iii� fa'e ort 8t13i? ;a p�e�tr Or���, ;S# Lug Gbant ,. F%.0i �4Qrifr:5, �Q�B GSA t`ofsct'N 18 moo Page 7 of 11+ 1 FaryCCCt cons#r�iutic�n,,tte:©E' has established a t0 year stgrr>eie�ation (battomfof lowest structural mrberj of +1`;7 0 or 97 feet; CV6 (depends on Location) for ForCGL construction, tle FDE has; established a i00-year starrn tiros. t rt.elQVtrorY: (desigra seoui=eI&VA"' o"o 61f4U46 . NG, O t`or All- `5t; Lucie Cotii .A lass o-su(ipart etr en t(te;battam of Lowest strijctu�al:emer end desigrt scour efeuat�on (+2 7 feet' SIGVQ} was ►nOl *O in comptessiwe, tensile, and lateral pile , ;capecrty analysesM: - 4. Thewiq.t(uizonynoptnrtdyc0"'p�n% oe#s terminot og on 00e ceps sh�htly' below the ground floor level Ftli wir<I be placed to ach�et�e final :(or tearinatj grade before installing the pile foundations, ar�i fop of piles: (bgttam of pile capsj= ould:• be �F�aut +8 feet NG?VRl+65, 30 t NAVR: Goristdring the subsurface conditions encoun#tired at the banng 1Qcations GFA recommends. That a deep foundat(at� system consispnt� df angered coif m place; (AClpj pries be used fqr support of the=pro'posed _residence. AC.IP pile: installation ;focedures should be peformed in Accarci.nce with the guid�l�nes presented arf the iatost, editiQri of the deep .Founda�rons. Irstrtute's Angered Cast Iri-P!' ce Prle Manual. The results of our ACIP plle.capacI -X. diraluat4ons=aze sumrnatized in tkte fable` below The Lateral' capacity and prie top defies ron were catci fated. �rsmg %the com000l* ly availablPILE 7 4 A4 klnKnawi The pile; lest dither lessee' or 0FA woulo_be'r The 161iaw(ng.;rc 1;; GFA asf co>prnendatiot�s to Pile SuppoStructures t#ed , lVtaximum tlerl; Pile Alio�tstite Ptle' rAllbwable Gout Length p(le Lateral Strength ....... () 5 Tons {Free Heady r 46 24"To is O Toh 3 Tana .. ,hOQ Fitad Head 4peradix,E:, of'% fnci�es; at`top'of pile. elevation:: from qur Snalys s ale presented in Rppend x E T piles having. as Ore required =other than {tt¢se pre;;en#ed in the< ebove; taple. e further ,recammendatlpns upon request. �ticabie,to the ACLF pr do.0 rt roen lies �nr�li Sve :mini um of 1 pet * e )xngt farcezrne�t l the re nfarc .d over%their i ifira t r�gth for terisiart capacitSi: �r~.as pies fined by the ptoo S n,ctu ai Engineer:. prapased Three'�tay;Res,7#ersc G,.q;echnlae(E#clf/oi Repo 03fiws OCeek;Qr,ve,#,ZGycte County; Ftdrlia Ap�t1 ,OF Pro�ec#N.,,c ,18 5179 ©0 page 8�of f y 2 Struotural stresses n�the piles mar �rnpose a mc�re severe Umltation on #fie dsJgn napaclty hero bho. We recQ�nmend the elloyirable sbesses;be uer feed fi9r t o selected ;pile sedan. b theptopct'S#ructural Engineer*: 3 The pde re,nforcelrnen sho,id be suff�dientl embedded �n the ptie cap to, atfzsrd a fxed And conriect'ton, :as re uir.,ed:. 3 3 Piie hfO4WfatlM Pale design %arid rris#allat�on ;s dufd be in accordance #h the pppi%cableo sections of the Fldnda Building Code and other apbiicatte federal, state and heal_ requtremens In addition, p�fes _ should be ins#ailed �n.accortl�nce with #hie"fallowing Pile Ldnath The proposed pales 660ulci Eae rnsta led,; as determined by the rnspect�ng GeotechnrcaI Engineer 2 S acin Piles install led in .groups should be s auced af.,, o- rater laden#er distanoe of not ,less than 3 pile diame'#ers 3 :Plan Locattat Thenter:af the+top of any pale at cet-off should bwdispCaaed laterally' ho rnore than.3 �nche�s! rom the positiortlsho�nin:on thexplans<:'This applies #a bo_l §!ngie piles and piles ms#ailed in, groups; e Vertical Al�anment the ve t�bal alCgnment Qf the p�les'xehauld' not deviate fr.0 the plumb. sty more than 1/4 Inc � per foot ofIength 5. Reinforcing Caae Pos�tiarnng Too top of the; remforcmg cages ihotalied m ttie piles: 5h001o<n0t be:mQ a ion fi nclles:abo�e: and 0 mare than 3 mo1ies>belo++y t ie postor s. shown in the plans he reinforcing cages should bd coneentncalty kithm the. grouted pde shaft Tj1e grout cAv$c over langitud►nal r�nforn�sg barsgs�opld noteFCess them 3 nches�. Reirifu�rcmg. den#raiizers shelf bo ;placed at maxlmufin:. spac�rig of 15''feet ati the lower parttcrn flf #f a pije and at feet frpm the top of the cage E Adia+cent Mileelapsed `time of; 12 hours ishoOld be specified, for the ihs#apatian of;p�lestla eted r�rithm.5:'�feet, cen#er to cenfet^� ofeach Qtter: Grout Factor _Thrm acceptable, grout factor (.e , actual grow# volume drrricled #heoretcal grout volume) should !ae 1 1,.. 3:4 froundatlans farGrorind Level Frangible Wails ii The fesotings may be desigrietl using a maximumxalloviiable sod bearing pressure:bf,vUO psf $hailc�w� faundatrons ishould be{ embedded a minimum' of t2 tnohes below final ,prede This< embed merit shall be :measured fain the Ida WOO: adlacer'i"t grade; isolated c6lun�tn fctotmgs should. beat leas# 24 inches: �n width and con#iriious sfrip fo4#ings should- have eranndtf of at least 18' r<chee re ardless of contact:pressui�e 9 j.*P--ipp,ow*rh �*Oqg POO 9 609019 "Opod AS, 2011 5i"Al A m .............. D.0 *b*oprg-Or"b .l rd M'th, .p��qqMM LndaOp", , described i0twiOh'3 76fthireport, t 0140118-4 shouldstructuresIbearing upon . shailhw mt estim ated ow:4b less than 1 inch total and f .. ... ..... .. .. ... inch . .. d 61 '4 structurally separated qu�g.j.y;.p-ppom. o, lfl.rprw any ground, floor~ slabs,_ as they w)� be loaded d�fferentl�r arrd �tJ .d�ftererit times, unless a, monQhfh�c ,mat l . ........... ........... ...... . . . . . . ............... .............. . . . . . . . . . . . . . . ....... ..... . . . . . . . . . . . . . . . Ground ."levee, ' Poor the V �:grqoli I( follow-1"�WRPO, GIROZ gy, pp Or S' "t' 3 d in fill -. thql 0 'd R An, Ti. ;placement .prb j, in _e ...q. n_pqpp "d, od g.ra 'd c _0 pn. u, fcf, floorinch (pii) pe considered during design The ground d $00a . iP � Al from walls and' columns tq all4 w for differential vertical men lNater vapor [s likely to rise through the g°ranular fill and -O . -e below the bA flq6,t ;a if moistrare entry into the slats — A desirable, an a late ItbdUt6, pkoif.�ldm& thId b sue.,ift-6-- eri- u6n EiurF 0 �'ftd' p --oi-am 0�,, of the ;sire are presented -qM - p,rpvjpg,,.. in, mawl. ON sifol'' if. h 41.- W-P. bksuccessful oop MOO ar so it, t 6 6. d iti oivi removed or prol 2, Th Ppq., a] rrdoned so that they will net aftect new overlying structures A: d be biW rolled: and c0Mbac ed unto the. .-PP6f" YJ of soil' ill placid rn the building p The fill naffi6tialshould! tAVnW.Alfl ,loy" weight) ),-orgariio.MO�: P o 0 w sizes more than t2 should pr+or , f � 4 :: '0 � tip,next tilt.; Density -, teats. Proposed Thde Stary Resl�enc Geatecrlica/ EXplorattoii Reps` $U36 5eart Dave, S LpCie Ctintjr, F/gr�ca Aprrl01' GfA.P.CoJecf �p 18 ��79.0.0' performed w�thm"#ha fill Ova frequency of not leis titian one test per 2,50 square fe..ef per lift to :the building area or a< : In�rrium o1'three (} tesfs par h#t whichever.Is'gceater, . Fil which zwall be compaccted' using full size vilacafory coKnpacron agwpment should, be: pieced efts° ha�nng a m ximunr thickness of f 2 inches If the roller Es operating rn the Oft mode or if trade=mQuntatl equipment: Is used for o mpa�xIon, the Lift thickne a sh 1d be reduced to $ inches pill that w�fl be car�paeted, using nand operated ar por 410� equipment,:. .: suoh as r�jbre#ory=. slede;t mp,n hacks,, or i+ualiC,iehir#d r.Allers,.should:;haye a maximum• lift ilidkness'off6 inches For shalfow spread foat� gs placed on ei#her struct�lral Pill .or compacted natiue granular soda, the tine! bearing sbgrade should be tested for cornpaetion and observed by tt#e engmeerfgeolagist or hs�her ;representative to determine d the soils:,are free of orgarnc artdlor deleterious maten�ls Densrty Pests should;.be perft�rrned at a 1egt�erlcy df rtiot less than one (1} derYrty felt areach �soated colctmn footing and one t1� test per eachsavetrty dive: (7b} lineal fee# of wall foofings.. 6 Foltowmg :installs on of the AGIP piles and construdtion AIM-" pile caips. #hey;Areas: next io' the;prle caps will alsorequire:bacfl llrrrg Each lift of backfili should be compacted tQ a#Sleast: g5 Tpercen# of the modied Prop#or maximutt achy densat (ASTM, D t 5S7a WeYntic>ipate iha# • porfable equipment will tieirequrrecl.for co m�pactiorr>of the. baclifll. 7 Tj econtractor should M15 at the fine! design contoursFand grades corytair! rd �n°the protect. plans when execu#trig ba kfilling arJc! :compedt�on oper�bors Vib`rattorr: Monitor„�ng 'The praposad cons#ruction RII be with�n;proximrty to nearby that could be susceptible to lamage from vrbrattans geres+dertt'il strut#useendroadrways; §i. r and foundation mstal�ation. We rec9mmend thaf these structures and Other b4rlering landmarks tie mari�tored :using a seisrocraph to determine the extent of vibration absorption fthey are experier�clog during Il aspects of construction The seismograph used for mpri t. at fhe sate; sf►oud !taus the capabrhty to measure ground vet�oifiea along vertical, transverse, and Ipngifudrnal axes Tha prole`c't Structure! Engineer should es#ablish aal4�wable ground velocities #hat the bordering fap�l�tre`s %an safely w�ths#and without incurring damage , proposal for GFA personnel to provldeAie yrb'at�ort monitcnng during costructiott will be prtivided. upon caquest 44� R�PDRT #.1MlTATIONS=; This cpnsulting report has been prepared for the exclusive use~of tide current owners} another members of the deslgrt tea for the proposed resrden+e located at63ti S Qcean Dnue (io#0^ 17ramonil Sarfdsj, Sty LucEeoun#y Flbiida, ibis repali t has' been prepared m accordande with generaiiy actsep ect local. geotecl7nical ml o0oenrtg bpractiGes,. no carer warranty,rs.ezpr8ased, or: red The evaluatrori submitted �n thEs report ts` based m pair �rPorr the data coll6cted �durrng a expiotionlou�evar, the nsfure and extent of vanattans, throughout'the SubsurFaeesprole may not bepcme au�dertt un.. # j e use Qf co s#ruc#roil.. If vena#torte th :ri; appegr eW dent, i# may Vie: 4. Pto Q ell 'I,' Story oott a ��e eciteChniq l Exp(orabAn Repori° 8038' Q�t� Dave. St %acts Coxity, F©rrda. �4Pra1r530t9 ,62A..p4o�ect l t% �8- '7 00 Pale �7 5f : be to reeuaivate the �nfarmat�On and pry ess►ortal opinions provided in this report.; An the event ct a�ng s are rKtede : nl the nstur design, or locat�ot qi the propgsad res�d�nce, the evaivation and oprrnons co tamed 'in this rep9rt sh " I rtat be consitler tl valid unless the: charaearb,reuiewd,,ad enq(us1gns mgditjed oreriiied.m wrifing by CFA,. Scour eCeVatiotts .used M pi a b. t c Iculations ara thos111 e pro�r ded by the Fftarid EP for . poasfal construction-but.aY not be adequate `for aptual scour eleyat�orts:. Jn hurCicane euents exq ding ti e'DI=P assumpttoiis and reuse, .lower sceur elutes, Therefore, out ana1ysi� Ys lim�tecf to that prbvrded by the .QEP scour elevattori and :i�sfd�tional scour analysis was .not fncluded or rr sco e f wo encountereda The deimeal slescr pfao s, repre&',e our locatr. On #Fie specifip=d Any third party rslierce of the expressed wniteni (ASTM .D 1666) used rn p -specdrq�to the;=:sampling toc tools or.r�aterrals, SjQ IASISFOR RECOMMENDA?IONS �suCface�ci siaf3;WI#O 0.n soil typl tlon'-: of tha OUf Appendix A - Vicinity Map dix B - Test Location Plan aTest Location Plan: 8036 S Ocean Dr, St. Lucie County, FL Approximate Standard Penetration Test (SPT) Boring Location dix C - Notes Related to Borings NOTES RELATED TO RECORDS OF TEST BORING AND NERALIZED SUBSURFACE PROFILE 1. Groundwater level was encountered and recorded (if shown) following the completion of the soil test boring on the date indicated. Fluctuations in groundwater levels are common; consult report text for a discussion. 2. The boring location was identified in the field by offsetting from existing reference marks and using a cloth tape and survey wheel. 3. The borehole was backfilled to site grade following boring completion, and patched with asphalt cold patch mix when pavement was encountered. 4. The Record of Test Boring represents our interpretation of field conditions based on engineering examination of the soil samples. 5. The Record of Test Boring is subject to the limitations, conclusions and recommendations presented in the Report text. 6. "Field Test Data" shown on the Record of Test Boring indicated as 11/6 refers to the Standard Penetration Test (SPT) and means 11 hammer blows drove the sampler 6 inches. SPT uses a 140-pound hammer falling 30 inches. 7. The N-value from the SPT ij the sum of the hammer blows required to drive the sampler the second and third 6- inch increments. 8. The soiUrock strata interfaces shown on the Records of Test Boring are approximate and may vary from those shown. The soil/rock conditions shown on the Records of Test Boring refer to conditions at the specific location tested; soil/rock conditions i may vary between test locations. 9. Relative density for sands/gravels and consistency for silts/clays are described as follows: SPT CPT I SANDS/GRAVELS SPT CPT SILTS/CLAYS BLOWS/FOOT KG/CM RELATIVE DENSITY BLOWS/FOOT KG/CM CONSISTENCY 0-4 0-16 Very loose 0-1 0-3 Very soft 5-10 17-40 Loose 2-4 4-6 Soft 11-30 41-120 Medium Dense 5-8 7-12 Firm 31-50 12 -200 Dense 9-IS 13-25 Stiff 50+ over 200 Very Dense 16-30 25-50 Very stiff >30 >50 Hard 10. Grain size descriptions are as follows: NAME I SIZE LIMITS Boulder 12 Inches or more Cobbles 3 to 12 Inches Coarse Gravel % to 3 Inches Fine Gravel No. 4 sieve to 3/n inch Coarse Sand No. 10 to No. 4 sieve Medium Sand No. 40 to No. 10 sieve Fine Sand No. 200 to No. 40 sieve Fines Smaller than No. 200 sieve 11. Definitions related to adjectives used in soil/rock descriptions: PROPORTION ADJECTIVE APPROXIMATE ROOT DIAMETER ADJECTIVE <5% I Trace Less than 1/32" Fine roots 5% to 12% Little 1/32" to ''/a" Small roots 12% to 30% j Some '/a" to V Medium roots 30% to 50% And Greater than V Large roots Organic Soils: Soils containing vegetable tissue in various stages of decomposition that has a fibrous to amorphous texture, usually a dark brown to black color, and an organic odor. Organic Content Q5%: Slightly to Highly Organic; 25% to 75%: Muck; >75%: Peat dix D - Record of Test Borings 521 N.W. A INTERNATIONAL PRISE DRIVE, PORT ST. LuclE, FLoxmA 34986 ►2) 924-3575 - FAx: (772) 924-3580 STANDARD PENETRATION TEST BORING (ASTM D-1586) 1 Client: Phoenix Realty Homes Project: 8036 S Ocean Dr (Lot 20 St. Lucie County, Florida Elevation: Existing Grade Water Level: Not Recorded Sands) Drilling Fluid commenced at depth of 8 feet Project No.:18-5179.00 Lab No.: Page: 1 of 2 Date: 3/28/2018 Drill Rig: CME45 Field Party: MM/TM TEST LOCATION: SPT -1 N27.31680 W80.22510 Laboratory Tests Depth Blows/ N Sample Layer: Description Passing Moisture Organic (feet) 6 in. Value No. From/to USCS No. 200 Content Content 0 13/: SP Brown fine sand g 1 ..... ................. 8 16 1 _-- 8 2 ....... 5 --- 8 3 ......................... 12 20 2 -- 11 4 ............... ....... .. 7 -- 5 .... a12 ............... 15 27 3 -- 6 ........13. ...... .. 10 7 10 ........................ 12 22 4 _- 1 8 ............. ....... .. 13 --- 12 9 ......................... 5 10 ....1................ 11 ........ ....... 12 ........ ....... 13 ........ ....... 13% - 18'/Z SP Brown fine sand, trace shell 14 ....-8 ........... 10 _-- 15 ....13 ...23 6 -- 16 ........ ....... 17 ........ ....... 18 ........ ....... 10 Y. - 23%: SP Light gray fine sand I 18 29 7 I GFA INTERNATIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LuciE, FLoRmA 34986 PHONE: (772) 924-3575 - FAx: (772) 924-3580 STANDARD PENETRATION TEST BORING (ASTM D-1586) Client: Phoenix Realty Homes Project No.:18-5179.00 I Lab No.: Project: 8036 S Ocean Dr (Lot 20 Diamond Sands) Page: 2 of 2 St. Lucie County, Florida Date: 3/28/2018 Elevation: Existing Grade Drill Rig: CME45 Water Level: Not Recorded Drilling Fluid commenced at depth of 8 feet Field Party: MM/TM TEST LOCATION: SPT -1 N27.31680 W80.2251 ° Laboratory Tests Depth Blows/ N Sample Layer: USCS Description passing Moisture Organic (feet) 6 in. Value No. From/to No.200 Content Content 20 ---- ---- 21 ......................... 22 ........ ....... 23 ........ ....... 10 23'/z - 25 SP Light gray fine sand, trace shell 24 11 --- 14 28 25 • 26 ........ ....... 27 ......................... 28 ........ ....... 12 28'/z - 30 SP Gray fine sand, some shell 29 ............... I - 14 29 9 30 ....... 31 ........ ....... 32 ........ ....... 33 ........ ....... i 34 WOH 33'/2 - 351 ML Gray fine sand and silt, little shell 35 1 ......... 2 ....... 10 --- 36 ........ ....... 37 ........ ....... 38 ........ ....... 3 38'/z - 4i SP Light gray fine sand, some shell 39 .... ........... 12 1 47 11 Boring terminated at 40 feet 521 N.W. A INTERNATIONAL PRISE DRIVE, PORT ST. LuciE, FLORMA 34986 F2) 924-3575 - Fax: (772) 924-3580 STANDARD PENETRATION TEST BORING (ASTM D-1586) Client: Phoenix Realty Homes Project: 8036 S Ocean Dr (Lot 20 St. Lucie County, Florida Elevation: Existing Grade Water Level: 5.6 feet after 0 hours Sands) Drilling Fluid commenced at depth of 8 feet Project No.:18-5179.00 Lab No.: Page: 1 of 2 Date: 3/28/2018 Drill Rig: CME45 Field Party: MM/TM TEST LOCATION: SPT - 2 N27.3169430 W80.22549260 Laboratory Tests Depth Blows/ N Sample Layer: I Description Passing Moisture Organic (feet) 6 in. Value No. From/toUSCS No. 200 Content Content 2 0 23h SP Brown fine sand _ . 1 ... .3.5. 1 --- 4 2 ................. .. 6 8 11 19 2 _-- 12 4 ............... ....... .. --- 10 10 5 ....................... 10 20 3 _-_ 6 11 .............. ....... .. 11 7 ....12............... 13 25 4 --- 13 8 ...... ....... .. 11 13 9 ......................... 14 27 5 10 ....15............... 11 .. ....... 12 ........ ....... I I -- 14 14 ....... 15. 16 31 6 16 ........ ....... 17 ........ ....... I 9 19 ....... --- 14 27 1 7 521 N.W. FA INTERNATIONAL RPRISE DRIVE, PORT ST. LuciE, Fr oRmA 34986 .772) 924-3575 - FAx: (772) 924-3580 STANDARD PENETRATION TEST BORING (ASTM D-1586) Client: Phoenix Realty Homes Project: 8036 S Ocean Dr (Lot 20 St. Lucie County, Florida Elevation: Existing Grade Water Level: 5.6 feet after 0 hours Sands) Drilling Fluid commenced at depth of 8 feet Project No.:18-5179.00 Lab No.: Page: 2 of 2 Date: 3/28/2018 Drill Rig: CME45 Field Party: MM/TM TEST LOCATION: SPT - 2 N27.3169430 W80.22549260 Laboratory Tests Depth Blows/ N Sample Layer: Description Passing Moisture Organic (feet) 6 in. Value No. From/to USCS No.200 Content Content 20 ------ ----- 21 ........ ....... 22 ........ ....... 23 ........ ....... 11 23'/z - 25 SP Brown fine sand, trace shell 24 13 25 15 28 26 ........ ....... 27 ........ ....... 28 ........ ....... 13 28'/z - 30 SP Brown fine sand, trace shell 29 9 9 30 .....8.........17... 31 ........ ....... 32 ........ ....... 33 ........ ....... 33'/z - 35 ML Gray fine sand and silt, little shell 34 ....11 8 I _-- 10 35 .....4 ...1.2 I 36 ........ ....... I 37 ........ ....... 38 ........ ....... 19 38%2 - 40 SP Gray fine sand, trace silt and clay 39 26 47 11 Boring terminated at 40 feet pendix E — Pile Design Curves Gf /�\ sq,!W��f 0 Oh' Lateral Capacity with a Free Head Condition Lateral Ofnerif ;at D�v ZMQ dd 0 am 'I 2;fi�, SAi 0.3 D.O RUi 17 'TRE 'SG.� OS ;E.0j Qzq W "P .... Te. . .... .. PILE ,,.DPFLEqT,IPNrN' LDRDINGr Figure 2N 4 Appendix F - Notes Related to Borings a1iitol LIG-HTIN.G 1-800LIGHTING.COM' Sold To- .7995900 Phoenix Realty..Homes Inc.:.. 1760 N Jog .Road Suite 120 W2St.Pah11 Beach;FL. 33411 56.1-799-5900 .... . i Capitol Lighting - Stuart 2526 S.E. FEDERAL HWY Stuart, FL 34994 Phone: 772-286-8700 -Fax: 772-286-8704 J. .-CONFIRMATION.:.. Store Location:: Salesperson ;.ap aol .:.Lighting - Stua ; . `32$ .;Todd...:Eri cson - Order Type; 4107j18 10:47:04 P = Pi cKup...; :;. , •.'NEWMA�J Exter.i or. I YP QTY B/O ' ` Item Vendor — Description NEWMAN - Exterior 1 Exterior Front 2 P 2 2237343 Murray Feiss . OL13703ANBZ-Ll 23.00Hx10.00Wx8 1 Integrated LED 26 Watt Sales Order 60215922- Scheduled .Date Order Date 3/13/18 •. -3/13/18... Ship. To : 7995900 -Page 1 CApitol.:I ighting -. StOrt::.:` 2526 S E: FEDERAL HWY Stuart,FL 34994_ % 335.20 670.40 . 3 P 4 2237342 Murray Feiss Pickup at ordering store % 239.19 0L13702ANBZ-L1!16.25Hx10.00Wx8 1 Integrated LED 26 Watt 4 Side downlighting Pickup at ordering store 5 P 3 2019337 WAC LIGHTING % 159.20 WS-W2504-BZ 6.00Hx6.5OWx5.00L 1 LED 17.Watt 6 Rear'downliihting Pickup at ordering store . 7 P 2 2019337 WACILIGHTING % 159.20 WS--W2504-BZ 5.00Hx6.5OWx5.00L 1 LED 17 Watt 8 P 2 2237342 Murray Feiss Pickup at ordering store _ `0L13702AN.BZ'L1 16'.25Hx10:.00Wx8 % . 239.19 1 Integrated LED 26 Watt 9 Line item #1 is QTY 2 when Pickup at ordering store received;2 will be removed VIEW THIS ORDER ONLINE ANYTIME BY VISITING h%://www.1800lighting.com/order Balance Due: AND ENTERING IN YOUR SALES NUMBER AND ZIP CODE capitol Lighting Policies: All returns must be made within 30 days,and all damage claims must be made within 7 days. Installed merchandse cannot be returned 'All returns are sub'ect to restoclang fees and/or ship ing fess based on the s ecific_product & manugacturGr., Its markg "A$ -IS - SAL SALEi" and c stom roducts a;e no - e u bje n� won cancel bl , M rchandise not taken within 6 days w be,returned to inventory and al�custo�ner deposits w� a ionr eitec . For a complete �ist of terms, please refer to www.18001ighting.com/customer-support. i I I 956.80 477.60 318.40 478.40 . capitol Lighting Stup ..328J;Todd Ericson 7995900 .Order Type .:Printed . 4/07. 18'-:. ':::10 47.: p `NEWMAPi N .- Exterior Line YP QTY 'B/O (Item ' � Vendor bescription Material Total: Tax: Subtotal: 2,901.60 174.10 3,075.70 VIEW THIS ORDER ONLINE JANYTIME BY VISITING h //www.18001ighting.com/order (Balance Due: I 3,075.70 AND ENTERING IN YOUR SALES NUMBER AND ZIP C�DE Capitol Lighting Policies: All returns must be made within 30 days and all damage claims must be made within 7 days. Installed merchan a cannot be returned. All returns are sub ect to restocking fees and/or ship ing fess based on the s ecific product & not u ctur�r.. It s marks "AS -IS - AI SALE and c stom godacts are no - e u bye n� ion cance��)ec , Ni rchandise not taken within days w be returnedtto inventory and al custo�er �eposits w �e to eitec . For a complete �ist otg terms, please refer to www.1800lighting.com/customer-sunnort. Cap1tol.Lighting - Stuart 2526-S..E. FEDERAL HWY . ol Stuart, FL 34994 kan ItPhone: 772-286-8700 Fax:. 772-286-8704 LIGHTING 1=800LIGHTING.00M' :............:: ...... : ORDER _CONFIRMATION..:. Sales Order 60215926- Scheduled Date Order Date 3/13/18 3/13/18 Sold To 7995900 Shi �To% 7995900 Phoenix Realty-HomesInc. Gapif.. -Lighting - Stuart.:. 1760 N. Jog Road." Suite 120 ' 2526 S.E..FEDERAL HWY 'West Palm Beach,FL 33411 I Stuart -FL 34994 . 561-799-5900 . Store Location :'Salesperson.C�Istomer Capi.tol Lighting - Stua :.328 [Todd .Ericson: ::, 7995900 Order. Type Printed 4%07%18 ,; :.14: 05 : 45. :". P - . Plckup NEWMAN Line YP QTY B/O jItem — Vendor - Description' LD PricE NEWMAN interiors Page " . ' 1. 1 Ceiling Fans i 3 Living Room 4 P 2 2203271 MINKA-AIIRE F614-BNK 206.91 413.82 5 P 2 j 2223932 MINKA'AIRE Pickup at ordering store DR524-BNK % 22.95 45.90 BURNISHED NICKEL:24" ROD 8 Master Bed Pickup at ordering store 9 P 1 2207508 MINKA-AIRE F696-BNK % 305.91 305.91 KAFE-XL 60INCH 5 BLADE FAN 10 P 1 2234558 MINKA-AIRE Rickup at ordering -store DR536-BNK 1 % 32.40 32.40 36" BURNISH NICKEL DOWNROD. . 12 VIP MASTER BED Pickup at ordering store 13 P 1 2207508 MINKA-AIRE F696-BNK! % 305.91 305.91 KAFE-XL 60INCH 5 BLADE FAN 16 P 1 2223932. INKA-AIRE Pickup at ordering store DR524-BNK � 22.95 22.95 Ytaw inia vxlit:x L NUNE ANYTIME BY VISITING h,%://www.18001ighting.com/order (Balance Due: AND ENTERING IN YOUR SALES NUMBER AND ZIP CODE capitol Li ting Policies: All returns must be made within 30 days.and all damage claims must be made within 7 days. Installed merchanre cannot be returned! All returns are sub'ect to restock, fees and/or shi manugacturcr.. Ite s marke AS -IS - t�L SALE(" and c stom rod cts p mg fess ba�se�d on the specific _product & not taken with, 6�days w be returne�to inventory and a1�custolYner deposits nwot� ee�tforn`eite .For a completelyist ot�rchandise :erns, please refer to www.1800lighting.com/customer-support. I i I i---,- -- I-L- - I _ _ I x«iil vcrruur - Lescrlptlon I LD• 1 Price I Amount 17 Office 18 P 12203271 MINKA-AlRE F614-BNK 19 P 1 2223990 MINKA-A'IRE DR512-BNK I 22 i Bedroom 3&4 I 23 P 2 2203271 MINKA�AIRE F614-BNK I 24 P 2 2223990 MINKA-AIRE DR512-BNK 32 Media, Exercise 33 P 2 :2207508 MINKA-AIRE F696-BNK ; KAFE-XL 60INCH 5 BLADE FAN 34 P,.' .2;,. 2223990 MINKA-AIRE Pickup at ordering store Pickup at ordering store Pickup at ordering store Pickup at ordering store Pickup at ordering store,_ Pickup at ordering store DR512-BNK: .2 BEDRM,OFFICE,LOFT Pickup at ordering store 35 Bunk Bedroom % .206.91 206.91 % 12.60 12.60 % 206.91 413.82 12.60 25.20 % 305.91 611.82 % . 12:60 25.20 VIEW THIS ORDER ONLINE ANYTIME BY VISITING h //www.18001ighting.com/order (Balance Due: r AND ENTERING IN YOUR SALES NUMBER AND ZIP C�DE �apitol Lighting Policies: All returns must be made within 30 days,and all damage claims must be made within 7 days. Installed merchandise cannot be returned! All returns are sub ect to restoclang fees and/or shipping fess based on the s ecific roduct manugactur�r.. It marke AS -IS - FNAI, SALE(" anal custom �rodcts ate no - etu bye n� ion cance�abl , 1�I rchandise not taken withindays w be' returne to inventory and a Gusto er eposrts w �e or eite For a completeist ot� erms, please refer to www.18001ighting.com/customer-support. I I Capitol Lighting -Stuart 2526 S.E. FEDERAL HWY ohtuart, FL 34994(Pone: 772-286-8700p.. Fax: 772 286 8704 L I G.H T.I N G 1-80OLIGHTING.COM'- _.:.......... ONFIRMATION, -Sales Order 60215926- Scheduled Date Order Date 3/13/18 . 3/13/18 • Sold To 7995900. ; Ship. To' ` •'7995900 Page 3 Phoenix: Realty.Home,)(nc.. , Capitol~:Lighting -,Stuart 1760 N. 7og:Road ; ' 2526 S.E: FEDERAL HWY Suite 120:: :: Stuart,FL; 34994 West Palm Beach, -FL 33411 561, 799-59.00 Store Location , . ... ;,:.. Salesperson Customer .. Store ID Capitol Li ghti.ng. = ; S. ' .: 328.,Todd :Er.i cson ..7995900 Older Type-„; , Printed 4/07%18 14: 05:45 FT. NEWMAN interi.ors'. .77 QTY B/O 'Item — Vendor — Description LD Price' Amount 36 P 12203271 MINKA-AIRE % 206.91 206.91 F614-BNK j Pickup at ordering store 40 Wall Controls for living Bunks, office 41 P 4 2093849 MINKA-AIRE % 57.51 230.04 WCS223 wall control I�fan w no remote Pickup at ordering store 42 Wall Controlsfor Master. VIP, Media, Exercise 43 P 4 7293797 MINKA-AIRE % 35.91 143.64 WCS213 wall control % fans have remote 11 Pickup at ordering store. 44 Wall Control for bed2/3 - 45 P 1 2093849 MINKA-AI.RE .. % 57..51 57%51 WCS223: I Pickup at ordering store 46 P 12093849 MI % 57.51. 57.51 WCS223 Pickup at ordering store i Material Total: Tax: Subtotal: ' I 3,118.05 187.08. 3,305.131 VIEW THIS ORDER ONLINE ANYTIME BY VISITING h .//www.18001ighting.com/order Balance Due: 3,305.1 AND ENTERING N YOUR SALES NUMBER AND ZIP C�DE 'apitol Li hting Policies: All returns must be made within 30 days,and all damage claims must be made within 7 days. Installed merchanse cannot be returned. All returns are sub'ect to restocking fees and/or shipping fess based on the s ecific roduct & manugactur�r. , It s markg ' AS -IS - SALE(" an i stom �rod�cts a;e no - etubJe n� ion canceabl�, 1�Irchandise not taken within days w be returne to inventory anal Gusto er eposrts we o erte For a comp ete ist o erns, please refer to www.18001ighting.com/customer-support. i I Capitol Linhtin - Stua t Otl 2526. S..-E.. FEDERAL HWYr C401 io Stuart, FL 34994 Phone: 772-286-8700 Fax: 772-286-.8704 LIGHTING �I y-.800LIGHTING.00M' I ORDER r-nNFTR M A T'Yn1V Sales Order 60216239- Scheduled Date Order Date 4/104/18 4/, 04/18 Page 1 f Store Location Salesperson ' Customer Store ID apitol Lighting - Stiaa 328`:Todd Ericson ..'7995900 506 Airder..Type_ Printed 4%07/1.8:. .10::47:48, ".`. . P Pickup. dne YP QTY B%O Iteml. —` Vendor Description - LD Price 1 P 13 2133217 JUSTICE DESIGN GROUP INC % 158.39 FAL-5541-NCKL 12.50Hx8.00Wx4.0 2 E26 Medium Base B13 Shape 40 2 P 26 2218789 SATCO PRODUCTS INC, Pickup at ordering store S9825 4.83Hx2.67W % 6.36 Warm White Pickup at ordering store Material Total: Tax: Subtotal: Amount 2059.20 165.36 2,224.56 133.47 2,358.03 VIEW THIS ORDER ONLINE ANYTIME BY VISITING h //www.18001ighting.com/order Balance Due: 2 358. AND ENTERING IN YOUR SALES NUMBER AND ZIP C�DE 7apitol Lighting Policies: All returns must be made within 30 daysandall damage claims must be made within 7 days. Installed merchandise cannot be returned. All returns are sub'ect to restocking fees and/or ship ing fess based on the s ecificproduct & tnanufactur�r.. It park "AS -IS - 'SALE" anll gstom grodNcts are no - ep b e n� ion -cancel abl . 1vI rchandise not taken w,thm days w be returne to inventory an a custo er eposits wt� rbe orr eite For a compete ist o erns, please refer to www.1800lighting.com/ci stomer-support.