No preview available
HomeMy WebLinkAboutNSF-Enfield-Geotech-Report-text--L Foundabon Design, P.C. SDIL ■ aEDn-DCK . ❑RDUNDWATFR Ckkober 26, 2020 N1; Solar 1241 Unlaerslty Avenue Rothe: er, New Y(wk 1460? Attention: Mr. Dan HuntlrgDm, Buslnem Development Manner Werence. NSF - Enfdd 5alar Array Applegate ftad Saud� , Enfield, New York Ceotechnlical C altratronr I .0 Dur Thr. Hunti ngtow. This let of repDrt summarizes our gwti-hnical evaluadcm for the referenoed prcjal=t. The 25 mW sarar arra} vvi I I be locaLed on a 249 ecru parcel so G tf . of Mecklenburg Road In Enfield, Now York- The racking sYSLIL-m tq3e has yet to be d rml ned - V%le base t7 is repot on our revlew of U.S.G.S. topog ra ph ir- mappi ng, Nati Dna I RasDu me GDnservaton Ser/ice mapping, s011 boring expl orad on r fiol d and I a bo ratary testing; and consul tatlon with the deslg n team. No rout Sola r retai ned Fou r dati-Dn Desig r;r P.C. to perform rhe serrrlces nutl Irted In ou r Aug Gst for 2020 otos;nyy l5 v+ ,5S. 0. We intend tri is report for exd usive use on th is project, The Enfield Solar Array will be I oczitcd !�oufiieast of the Applegate Road South and Mecklemurg Road int i -s tion in Enti�ld, NAY York- We understand that the 25m W array wl ll be constructed on roughly 125 acres of the 249 acre pana-1. A 45 -ere -al torafn Plant on 2019 U.S. G.S. topographic m appiri{), is attached to this report. Open farm Fields !rrith planked corn wlth Intermixed hedge r aws and tree-cilvered patches occu py the parcel, aisti ng solar panels a re eurm ntly to the northeast of the site, with a rem aka -control led a-rrplane ru riwav to the east of the site. Re identia I housi ng I i nos M klc!:i bu rg RDad to the north. titre oom pleted 961 borings BSG -7 t-! rough E20-19 between October 2 and Gctober 7, 2020 to assess the su I�surface pond iti ons on the parcr.1. Target D -il l-n� p rovid d a CM E-75 truck -vaunted d ril I rid cquipped with 4M Sags - D ruc, R oc hester, NY 1407 ■ Tei.: 585 458 -01;# L - Fa x; 5K 458- 3323 • f u ndati r ndesi g npc.eo r;7 Foundation D li'4 P.C. SLAL F RLdFb CK 4 G#IdVh1a11A MA Narbut Solar October 25, 21320 Page 2 an auto nmnrier V tree SPT soil sampling. They -odw niad the sail borings Using h€rllpu stern auger casings,, remoring spillt spoorp soil sarnpl�es In acwr4 ane yyIth ASTM D-1586 condnualksIy to 1 a feet and at tivo foot intervals after that to auger tefizal or a 15 foot depth, which&.rer was shallower. Due ti i tha shallcAa bped?*ck at boriN BM- 12, N -e feet of 14X size rock core was recovemd in accordance with ASTM D-2113, The soil borings teumloaxed at depths between 8-2 to 15-0 ftwt twgrade. A ,t orarkou7 Part and the soli boring Ids are encC5ased. Upon comMetiorl of the fieldwork, we sekcted r eprew-atativeih samples for la bora" testing. The testing progT-a r r❑n!�isted of three i}H determ inauons, theme lab resistivity te&t% Mme soluble ohforldes tem, three soluble sulfates tests, six siege analysi$, and six PMOiSture awitent tests- The test results aro discussed below. Tte laborataw+ repau are enr-kGed. We anc unwred a subsurface pranla consistr@ G' SUrtBCe toll r 91'90131 Mir then Shale bedraek- Where d0nable., from the underlying goil, the Surf3re topsoil ranges fmm four to twelve Inches thick The upper soil consists of sHty sancVsandy slkt wth gravol and day. Tested samp,ies classify aS a 5M or ML I n t* U nifled Soil OIaSsiflCawn Srstern. Tine 6I11 trar!sitiortis E0 a moderately+ t0 highly w Chered shale bwro❑k within fifteen deet of tills surface- The shale rack has weathered to ttke point of a soil (,vnsMency iD mp5t IGcati.ons. Saiid, more Intact M&, Whtle over eight feet bekM girade across most of tree lel. was Q unteTed aS shallow as three feet 6eep at sotl bari*g BBD -12, We recovered Nit laze rock com at soil boring B24.12, recoycring 95 percent of the viae Foot tore run. The RQD Measuremenr4 ars indication of the rock quWrty was 24 percent or pmr qualit-yr, Geologic mapping indicates that the bedroll is of the Enf eld a0d Kattel Fotmam ns of the 5ionyea Group. Thi fo rn;36ons consist of sandstone, shale, and silt Aone, As par[ of tNs evatuation, wwe performc%d raboratory testing to 855e53 the OXMSi environment ori -site. This tcsling consisted of soluble chlorldQ concentrations. soluble surfates ooncerltratmorls, pki determinations, and lab resisdvltr t-esdrig. Table Nu- 1 below Summar zes the kes=t resuItS. Chloride and sLflfate 0 L5 were very 66 Fuundation Design. P.C. SDH ftEpWCA • 6MUNUMM It NDrbut Polar ctober 26, M20 Page 3 rte, The pH value Is clm to nevtral, The NRSC soil mapping indicates a high potential -exists f8r the soils to present a corrosive env3ronm—unt for steel, However, used on the site-5pec6c t1�stjng, we con diode chat the on 4te rml I i}vents a low p l;Qnttmi fora corrosive eravlronme;it tt} develop. Table No. BfM kng Lab ResLStivity Location j ahm- cm y U24-2 5-1 x+ 900 8��7^11 S•1rlfia I ado 14 5-1 WMI Carla fm Pammlw rxrrrowE!rrnem Pi < 9-5 1*51stivev rt _%OM ohm -m I - [OFrfrsinrl Test_ Resyits PH sol whit fhiorldes S Juble Sulfatm (ME?J L) (ffpj LII 6.4 =4 34 1.5 3) 33 7,1 3-1 33 MbrHi-, -* $00 mfg+L suntcY err_ Based on the above, we make the following sp Ific rlorr;mendatiorts= Clear andgrub the soW array area, if re -grading is requlr-odr rernove the surface topsoli prPor to darting the grading operat ons. The contractor 5houid Riowl& a loaded ten -wheel truck or similar h-eavy construction equiprnQnt for the prof -rolling_ Rewc rk c r replace as direct -ed ar s that ruts weave, quake. or -afe otfienui5e deemed unsufCable Oor to stortIng the Filling opemtloGs. Z. The mar surface on-slte SOU are silty, W111 tend to be moisture sensitive, and arta frost sus tiblc. If planning to reuse the on-site still as mural N11, plan for the earth wDWtrtility backnlling to be jerforrned durin-D the drler summer monthrs. Plitce. and riridsture condltlon &uructural FII to within two p2fcent of cpuznurn molqurlp, Compact structural. 6111 tt# at least g5 peltrent of maximum dry density as determined by the Standard Proctor metIsocl, ASTM D-698. place fill i]n diaci5e liftS riet exceeding twelve inches thick. Maintain good surface drainage, 31 We +jn ,stand thak tha preferred foundation system would eonkc�st of the Iighlt-wLr ght steel F n% ( 5x7) or C -channel ( 5 x 6), it is our opiniorw that thls type of S'y+9tern is viable for most of ttte sell canditions expected. Due to the dediw 5oll conditlrxis on the east gide of the slue, pm-augering of 25 to 4{} percent of the piles should be expecl:ed. The rac €i+ig system design .5kuld acct for fast For preliminary estimating, assume the scO p,ib rti� Ottlned in TWe No. 2 bebw, We FecornmeclO pefti-ming uplift and Imetal load tests to confirm that the required de4n resistance I!5 develope+d and that production piaes be instaided using equipment and methods similar as those ted during th e test plie Imstallation prtxess, Foundation Design, P.C. 1�tiu • ru uai�•.K • i�u•unu•. � Nalbut 5c9ar October 26, 2020 Page I Sea 1 prqfttv UM webr t [+ t1 Frktlan AMIM unfit �� k)n Va#�cal radQ I�+J��s Tabae fin, 2—gal Prapwr Upp+mr Thr�1.1 tt 125 prf 306 L 55 rM1V* 2D vVln mer 5o cands#lorrs _ 5GG psfjft 2M Mvirl Where load testing Is perfomxA, remove the t t pyla on CompI ion. Wr-kfi11 the test pits exiavated for the pile e-xb-ac#Ion with the on-site natIve 5011, pPaad in loose lifts not Qx-��ing 12 -Inds In thickness, a n.d campacwd with at least four mases of an esccavatar mou aced hoe -pad or Wa Ik• b0iind obratory plate tarnper of sirnllar size as a Wack-ar-lvuewin WPIS.S }AW per lift on backfill installed. Slope the surface of the bat ll to shed water away frm the test plt locatlon Due to the Flaw, Intact b roi:* Conditions encountcrad at soil boring B20 -12r we 5ugc��5[ oi�lin this area with the array, if P�s-s4ble, T1v curri?41L design has limited construction in this area. Ifmore dcfiPiiGlocl of the shallQw bedrock {Dnclition is required, we suggest Worrining a Series of ave probes usqng hoilow stern avgm to define where the intact bedrock is within eight feet of the surface. AIternati'vely, plan to use a ballasted fourntiation In this area. A ballasted system, could be developed several Ways; Vertical posh could be corme-ted honlZontally at the baser fotning a continucxUs beam. The tLase beam could b~ wt at -grader using corxrete blocks, paving stbnes or another veeigh0ailast to hold down the army_ Vertical pests could be mnr> d horizorrtally at the 11a5er [C,Mirtig a aw nuns boaTn- The base beam could be set below -grade, using poured concrete as weighVballast to hold down the a rray. Large corxtete paw gnat faundaklons) coul-d be mst supparting twO Gr more verXJcai pow. Ong the rnj�gq of the +wrote pAd to hold down the array. Fw-caQtIons FcA ttia pallastckd founclatic4is should frost impar on the fouhdatlons. Gne approach would be. to rernave the overburden soil and any wiuthereiVdeccimposed shale rack down to a frost - free 42 -inch depth. A non -frost susceoble N.Y.S.).0.7, subbase moteriaE could to placed as backfi11 undiar the foundad t:) raise grade to the batham of the new, loupdadoNconc-Mle pad. Anooer a pproach would be M install Type 111 rigid XPS Insultatron board under jamund ttw- foundatJons, F. Foundabon �Mli Design, P.C. eau. • IMMOCF. • GWJUHawhttr N-Drbut Solar Ocinber 26, 2020 eagle 5 WQ recommend using an -allowable Waring presskim DF 5,000 PSf Dn new structurally compact Fill Matedal (5te paragraph 2, above for Carripa en m4uiFernents) and 10,000 If Waring der yr on rock. The pres3ures are both iin bearing and avErtuming loads when designing the spread fbotirw�s. The foOngs 5hor,ld W .3C leasr 24-i nchos square (minimum to &velop the allowable beadrrg It is aur opinion that the use of Ught-w6ght steel screw piles are a viable fyurrdabon epgen. A KrInfler Groun4 Scre-w LrpO=,rVstOm may require pre-dril ling to create a pilot hole in order to penetrate Into the dense riatlae 5e111w+eathered rock. Vye p]nt otlt that rriaterlal old under the scirewv helix as the sail heavt5tthaws, resulting irw small amounts -of diff rentiat movement deveioptng- Th -small arrmounts -of -differential rnovemf nt Gvar time could compound and impact performance. Due to the der« soil condlthns, it is our, opiniorw dant light -weight helical piles are root a viable Fmr0abon opticrn. The heli -cal Iles would pra&re difficult to insmll In tree corrmpactlden-e 561 condltien5 e d and penetratkz;n depths vyeUld be II,rued, 4, The teuUng Mndlc�Ms that moils present a low potential for a corrosive soil environment. We feel that oorroslon prose on n wasu res a re not nesseca ry Fa r the sit-. S. Med on the weather values From tl.e nearby Ithaca Carmel' Un ivcri qty Station ��I E^�. 96g; r we recommend designing the solar array based on mean annual temperature of 46,1 OF, and the Air Fr zing Index Return Peri ods (�-F- Days) tabulated below- Table elow - Tatyle No, 3 — Air Frec thio Index Ret -w rn Periods (°r-❑ay!s) 5 -Year 10 -Year 2&Ysar 1U92 I _1 3 I 22� Based on these Air Freeze values and assuming a clear. turf surface condition, we recommend using a -site specific frost depth of 42 i nO os bolowf `17n surface in assessing soil ad -freeze values and frost uplift forces. For tt-Ic on -situ sails, we recornm end using an ad -freeze value of 32 p51 For the silty loam sail with in the .`fast zone, S. Construct the tra nsforrn er pad and other support equipment on mat Fou n -dations, We recommend pl ani ng at least 12 -finches of granular material under the mai slabs. X.Y.S. D. D.T, Items 3014.12 (crusher -run stone) or 304.14 (crushed I _em No. 4 gravel) meets this cfterion. Relmork and r s- corn pact the u,tide rlyi ng native sol I to strLICtura1 Ill I stn nda rds oud i qe l in Paring ra ph No. 2 a beve p rior to "nsta 11 ing the Mane base .tours -e. Desi g n th e mat fo u ndations bRSed on a UnCOrreCtCd MOd ul us OF Su b,rade Reaction, Keir of 175 pslrrin at the bottom of slabf top of stoner the struetu ra 1 engineer shoo Id adjust this subgrade vin kie for the s; ze of he m at- Fou ion Design, P.C. 50&4 EMORW* i 9KLj14L11 k1Lrt October 26, 2020 Pago 6 Frost may heave the pad, poteRtiaky separating Pipe -conduMt -Ot join . To pratf!ct the paid, we suggest 1.) undorruttlr[q the pad to a 424nch depth and backfll[Ing w1th -U nJrOSt %isicuptihlo material -such crusher -run st : or crushed furry No. 4 gravel or 2,) Irrstaliing a high density, InSulatW bGard under the pad. Under the iresultartion approxh, exteO thQ bund lhori=tffIiy 4Z -inches in oath direction "rid tk edge or the pad. Cover the board with a rnlnlrnum or six Inches of WiL If I315ulabon board Is use, we suggest Ong a 2-irKh thick, Type IVa V. VI or ILII XP5 board, T w NYS Building a identifies varlaus seismic design crrtena far this I)MeLt. We ideriffy tho site as having a Site am1t9catlon of C (Dene I and Soft Rock). Based on ASCE 7-16 guldielrrres ar4l using a R tegoTy IV, we mcomnwd using Lthe Vlcwing soismic design parameters, Table No. 4 — 5&lsmle I7ti-�bi4n ParDIM&ters Spectral Response Acceleration Soil Fms p,�r #iarIlprL Spectral Ruse se Acxeleration S4 SKS SHL 50�1 ifh b. 120g }.OASg. D,1SG I Q, -716d4 L1, l(HO r d3a 8. perform t:he trenchlrig Pnd exuvating work In accordance with NYS 6uildog Code and 05HA Sari standards, The contractor iS re%*nS1b1e far t}et�,rminlrtg matMusurps are required to meet these standards. Ur6der no dircumstamcps shoOd sloes tie steer tbart 1 horizontal on I vertical_ It Is our opinion thattM founclatiion aind 0lity excavation work can be achieved with 'nwrmal' excavating ib}ulpment capable -of achieving the desired depths, except for wyhem the shallow M& was encounwed at 0.12. if r}rodes am required to be cut In this area, a hoe ram may be required to acb ieve grafi ttmt are deeper than three fe.nC b0aw gradC, Remove water that accumujates in open excavatiDns using surnps and pumps. 9. Due to the 00-si;e surface silty Solt. we stbggc:st p-udgeting for the fbllcwing minimum pm emt scalars far y -aur access roadway. if N.Y,5.1D.O,T, Ctem 304,12 ( her -run stone) subbase material I5 used, the subbase thickness mai} he decreased to g -inches tdkk. Thicken this section as needed if used as the rmnstruction fia-ul road for the rnaterial delivEtries expected, Table, No, 5—RhVaMeat #Im i2.0" gushed Lbem � L;ravel Subbase ffYSDJT ftm 304.14 Tomar T-1312 Avpmyed NW Rdll 10, Establish she drainage to keep water frw ponding. Ponding water will result In more significant fri)st eve deaelc�Ding daring the winter months and may imps# rack performance in areas nearby. FoLindatim OMW Design, P.C. WIE ■ VEUROLa ■ UH-Out&&Murch Norbut Solar DCtober 26, 2020 Page 7 AmKhed is a usde cit Business Council paper entitled ,yam Cevitedw& Eng+G r?r7g Reg.v-ft It descnbes how we Intend this report to be used_ We vdIl cant[nue w work CQCWrat VeFY WO ur Ober prajeot Prin6pals, -and intefTswd partite U5 arhiavp uwln/vwin sdutlonc: that bonOt aft, This Mncludes Gur geate€hniCal cansultatG-Dr i &qrvICes; Call If yOU have qus oris *r iF You "uim &dditlorwI design lnf4nTwl un. Forward a copy of the near html pdars -arid sped Rcmt ons forour revievo and comment. ft Inas been a plieasure tD wDrk wvitl, you on tii,; pry and look forward to hearing Fern you again rn the future. Veiy fly yours, FOUNDATION 0" Nr P.C. J�I`fr 'D_ Netzband, P.E_, P.G. Vk:e FlresWe 3t< Eric, innr �#r 4L D. . N E�- r',Z)w nj 41 y� ±� Ca 74 530 ;rFESSIO � Geotechnical -Engineering Report -..%,, The Goopr4fessWrla 1 B us in ess Asls4aiolikm PGOA) has propar*d I Is aOwl soryr to fie Ip you - asaumod 1y * client cepEase nta Live - lintgrp•ret and apply thle U*M" h rikal-erligl naer bg hVporl AS eflrtll V011y #N possible. to that way. you can henQfilfrom a lowered ■ s)0"r4 lio pKoblom# asisocbllad *t4 subsurfime conallIons at projecl sites and deue•Iopmenl od 1h win that, Wr ducadfes. have beefs a plrirmlpal vauriq or COnQtfui:tl8r14d&IM k, t-Dif OW911rL111A. Ojaltd!$, and d isputes- If you have questions oQ want morE OfPrin3kll}rl kboLuf any W lfie i*suvo MKu s*d hvrnIn. contact your GBA-mom her gLrotacihnitel angInmer. Active ■ngagemen tin G9A axpases geotechn Ical anginearm to a krk!ka array of 6ek-confrorltpOw tachnlques th t "n be of 1genuirlle he nefil for evoiryrorl-v lnyLlluod W111, @ comArustion pr-ojgrt. Undon and the Gedtochn Ical- E riginBering Servk e9 PfOV1d60 ICK thls Report I_woi% Liu 11.31 n4thlif; rr 114g rS t%gtiyr IypILaIFF rho' ll* t1W planHwg. p 0LLiLLL1i15, iiwvrprrl.jlohm, purl ■naly u. of ei flimawry aLla fmrrl w1d0l Lpraccd hurl np an.dcclr Lr3l pil,< field dila an combined wLrh Irish l fi"i I*h w imy root 9*0 wthd nr:k 1410pir-4 MRP inlrd hw field apL-rcaliaaa �iFaprdL b8ey, a&CTVJLkML ML1d4 dM1% War 111-onllois.wnLc. and hlihurical Irr &wwLinnIo(arrn une ormnrlrrnlxlrl+ of diL• elllnRrl Luh&wr1m4cur,Jp:nl�.kgi,L'ju11 rllr kilt. RxkwGgplili:ig &ftdolltealiimi -al the Lltewrlooe ■ndiubiurf&L-e hy premiLLb mnd lntpip,d LIFUINWEliml ■mill llrg ummia L{aIILwICrsllamL 17,nikLhniu.1 WtAl.wn appy dielr U'npiwi ruLt trrut4kA. rkpei wrw%,.,Ird ILAIWFirOM m odapl dLe rEqulrewmLL or Llir pnm6pvctivr prulrul La the iubjurlaLe ,rF;wklrg1 FgIJhWIFm rhr nladr 446r 49haslrfauc tiwrrAirlllrii Ihol SII IrMy he nag oi&d dIL lig cI,HMINIM *L WO U Isle iYrlti[r41 perlormllncr of liundLtulnl owl al3lrrffirllrlures 6nIIg planutd onJ.aar 10'.vill by Luwruioli is kflvIGlliL The ruLmLmstUmcoltLtvoeporrda xaI-nglrwemn-gIrr%m iu tW &HFa plhuNtirli al•rilpil:('rulArghPPCFl[Wilkiijii Il'1'r,hla i'1'I ilnr;l.w ilkp: amiW6 4 thr 5011Lviatr mcdeli LI, The empnevi 1rLK anL5 gnil,.Vi c tr,P45 ietncnp iiwggmcrH!L mv6 jiwh w,� nlxlr- and the ret umrrFarsdaticn%JLC L-.kq l wwlWfY1h9lMM htlpalr&MCRL%od!hCpr C1. INJ Falrlrhs WL[d IorLYIFgaI:xLS, fspLru�l nm>, iILrJlcs, astiinsrrl,'1r l ra}rinlcrra 1iprnlrc#v+lfthrtill, uu'.I. 1h1 KaAL%:Il it on rILRIILL1d1Pl LAIC111rrIMlrli%ii *w rlilir.iit�La 16'L1.1116 C .d the pre jL%:t and drAn mar rc Evl Sails a, Jim exan5 iudk}n, LI.Urrnahc Ilnllllrf.lar 7irirrclugh lrrlril VI 1lln rg ilk lair nn11. md1i11FIh'r LIIIILiIIiL111k Geolachnical-Engirleerinp Services ars= Parfonnnled 1oc $povilc Purposev. POMOrMr #rid PfCOCIC And At 4perifle Tlnses ireuuchmlra] {nBlomn 71 rucrupe L31e1r rrrnceJ bn ma7et Lhe a{kecrfir art&.Plubb,an.1 .IA mor.aWrirne pRskTmreL4l lhrlydimi.B. A pFiHeL:ha1lydL•CI;j�IIirr1 LIrg Lu,Jy c-AerlL:F;zv31 fila ,a µlrL;n ih'll C15gi ivr will p1 IlUT meel Ibe nrMls I •r r rlylt,LHlr4s cua scruLnor ar Ewn a, ditfmFdrLnl r:ngilateo Mxau cw1LgedutaodLM-myjmsrring Itudr LL i ml4Ue, ridb #`L IVLJdlrial ellp.11%mr ill gai'I Iti doh�rlL', I�FrIvrL'� rulrJV Ialr the dMML 4rllrewar- rmcrM "—r-nOLAt"inj[ wr*xej ut pffkmu:d Wi gmrlfx prK3'wd Lnif purpasc Irur raauSjlIv 31 Lai Lmlkaly L[sir a Fmchnia rllZi1.k-,IKS*ILk%IFf.rl1trf-+Vzralr4bwomIIu%j-+r.J1be1heJ.rllr.q L&e prcpirrd rLv a ra3Acii µ prap; end.L irw barlrrpL dnllt.l fluriml o prsllmk:nmrp' du4h W r .31Lastrsale ramllli+ld� wlllnS Uradr-4uole+U AM elrip lll#IAItiir. JI ile%I:Lri If. iMilnrl•IiL10' IrXIlr Mr Ikir Lilal;%1 I r adrri� urrfrli. rr0-111 pili 1gcul,LLhT6LLlrnFlnrsr rwFL1rr4I ill: foW A dJkffCFtll[ CIwal; • for ■ dURrent yralerL w• purpuae, . rLk A difftrrlll allr< (Lh#i marc' yr rtrrjr Llai inrld&- Lll at # purtlt, bf Ihi! crrIHI-nil Ilre 1, r4 11c -lime imlx-duns uLxnls. lxcurrsd ai IIFr L11C air LJjacrnl b 1 11- .r.F. rrlfn•r1ildl.: cL;i:1, ILV LuIl%1rglk4l ii Urr<WJrulluWrltol mnledwuhm, ar paeui d e.omis lake Ilel,di drau#A WORM" aw Em u n lLwffLer & nu]tIoai. r'rrtc. k"% rn4' ioJ4 7d I1V Yr w F;.A"I lrl4al "I s-wl IwJI a1'PIM+hill be JErcxrd by 1i1r ppriv Wr IAF. becus a arfrcton Me doomed ulbsudxr eundULsunlu mww at mbd&d eodri, iwmdLrdL, &r ITliti IL1FkiILL, lit 11WW Irr,.F1' KIgkz;cOf4Lb;4& y}sW ilrr aflr "I r,ML rrJilin sbu0 the Lm Irmtid r0Lab UsY i i f I h i h IepcTI, L: UnLIO YU LLT pur Lkhnlcal rnpinLrrL-dorrupplyinj1hr rrxL1nuntrlJ2LFla1L1. uFRl. A iisimir PLwilin-1 aFaddyloelll DWIPg %ir in§lyhlL 4th ale PM*W Of•jUnE - a IIAF LI IryuLrv6.irin • Lrjurd pevrnl m.3IvrjrrlabFzmL Rood thin Ropmt in Full Gk%Lly psubkme I:r1 a til\511 r Ikcaum Ihlnls rel mg on a ovaLcL h i i i c 0 rfigj-FtrW4jrgHpt1 dILIinK to-1ihcemorL1rl *4rnLIrFIf JMpjVLJVIY nIL aTi ewcuilvr alurminalry. FM ngt road m&3 8 m elemeMm imhaL L-LUf ,1mJ Isfrr W Or zrPmr IN fid YGu N"d to Inf-Orm Your Ge techn1ral EnInuer AMuk C hon ja4 Your vilechi%lcd r..rL Lmci taniWcred Mkpc� prulecl- famn l.rhon dr elvpILig The Lcupe of LlLadyF heltirLd I!aLi 4orKirl. and deve'Iopirig Inc 9 1 M I'lirlumLae -&Ipeatidmu rllWr MViLdrlLerw Thar 9" 144tmy'L 6 V I i Lvl4 huuapi that co.aLL L! r, kde lhot reIianddr Of IN1141VixlrL 4nJLL r Lbnze thaLL&rL L 1110 ii5r'L Lrrr• Sir rhApw, r kk dryabm Gan6;mAbnrk LK=Loq, 43r}ee4Lao% IuaIL Lhcin ar wv]g1hI Lal the prop iced lirLx-tuTe ■nd IILe aOrtj jivt45rImjws L I Illi I+; Ills Mmpihih iinLil tbrr de%ldn leans,eu L prtljrUR 1wrw. I iF. Lir;.telwral rule, rihwLrf%Idi mlyMrXOdclAriLrul4alpineerrlf'pmod or SAV dum - cm IL m]nur 411 Ln - Li old roFfWk 4rl JftlrMIIUM Ld LllCar IanPak-L Ir1r firLW&AIrderigirnWlrfhrPFeP 4Ihi1 trMWhM4Hgh! r rFLl P+III LI' dj? 11 raial'i rl tr.�rr pFllrr vmii J' W isF&e b ft%&jar tJ4 gnih%.hrrk4lf ralgirerrftin14 P" bLfLaF115lfjf wh1114 I6,Vhq vnnW; rhrr1Wi11icrmnireF,rbr IWrlr.Lr Inivr I1t LsirdrrrElt. MOST of the "Findingr," R-BIbked In Thl.�6 FR4p*rt AJC Pmfi�ss wsl ()plolglps Li kIll.• 1.0i:-:ra.II:Ir. hi.-JIrLk KLYILc%-�frlL#Ir•I'tirlsrtacaplorra w1A ,111)MWf'..• 1 L1j$ L•J- b:IUSmrnplrny aadiL'L1inp rttfnce dLiFrs GHn-d eex is ren J Li er OkffLr l fidw 4404r r 0 M b 1 6M vMi% du aMW4p hljfc AN .If11111 . ;Ir'rr NIR7PWIX dlld c-e3Wj 0 fUeA ti'+Hr. -0W i141.116 LiLTA'R*JI rEWn tial ran,pll uN nrid lcsrirkg rrrlr mvit-LLed by ymr pe'Lr e"hIL-41 Lylphrrl. Trhio rILcr% a{rplded pinAE"I'Mal yll*lrrrrll q1 rPrm upinlonr abuml M1ha{llih•I'KmlldltlmN1brLFr%hm1 the rite. Achial mirwiLjt•s1111■LIrbi.r f;omdlLanal raay0kr-glWYkWd1@fi,ilksi ly- fz=1b3selndlcaced 1e th 1L rmj Lrrl. S_LWlf nad Lhai tLLi t1V AIL U11LII j main 1k1•IIr.;L li nl4•iJ trlhlnmr tU reeve Iq-i Iill KLI401K ritanI [hamophprojellalnVILrimm 1GfdsodrL IdIKrlrnleLL puldallci'grLaAly, Whe-wr lwwrd ThJis Repon's Rec o rTk rn " a x Uon% Aft C*n6rrmatAv11-0epandent The my= mrildilr A4IMWoL In 6 L mcimadmg Lrry %,cInm ar ■Jlrrmab%mi • ue ....".... ACT--himl• In Wlra w1ud1. SILEY Bm nA Ii-Irtl KLldW Ike gattshnkIII eri.FmeT what dmeln peal d iem t rLri I I vee Lals pudgpnL;.rLL an L1 tgmIin W X1,1 *u Yukn gmAeLlllnLL: al englmw Lan fimAm II1• rarllrrlrrrrla!lulraurrtymfwzbwIv myiisr■LaLlwr &i:: fvr r+ iiIIrrra 1 -AIN IHTd 1IIIrlrTr. eiini rILLRil", Of ifvsxpl r%.'wfr% AEMIL Y%lllf P-1111% 11 IliL•.1I r_lgrleer omFrrlLs thK dlc oDrdwl1MA —nIc;I Ile melee nchL*drr mss 11•.• 11.,r11'll:{I:,1a[klr'J Lan belEWILk1.4,,n, r^•rinlll%rl;ioIylu, %h1FrIv1:1a^T 1 -LL IICdl%l '4AWt,'flrl htd"oo"r wJw p"rrd Au nWn FL imLL1 A =uww . %... 174 5omhd4�y jar rslalGLn r�Lr*II�FMfyi bnl if Jtlu WII!.- ,:'.IIII 4'1.}•' 1•IWulrrr h7�er�nnll-ovidrLuYiYI1 TI{tTYWmVI This Repod Could Be M1D1nLvrpr4Re4 171!hm dkq�.Slr f,'nVICYIIVrIa I!• nl{Llnlrlprelal wr of gL,ILtLlhllkyl- trlginernng rrpl�a li ila.L it-lIsLF 1u LvAl!r pr Rt Mii. Lail llnl that ruk IIrhlvL•Ir16Ir-Uua�olc�hultial MIPB?'trLe" �J&,I LLlpelrwllrrx nwmherIrl til 1IW q#A 1LMTL lir • oonr'r wlrh fAbc d-kvm mr.Tnkrs. + help LkT&P spisinalidoaw + I IZ Iti w I't'rl IAr7rl elrTncrlLs od a lJlrr defier pruJ'tscicleL■la'I IpetLh�ILKL1; �� r hr a4vds6lc trhmrrves �rrrlshn{ciJ•L'yy�rrne+ah� �d16nL.>c L7t rxYdid 1ilu gFmmld al o mrLImiat rhe rLlk a1 L,IfrarrK11u■ eflwau[s Tl riiFIK I JILL ropurl tirr.l,1 bp WilialRing pRlr jpAL%-hnJL:o1 rnylrrrcr im pdrrlL:lryrr kll prtibid end pm,:analm"Lun L41mfMf*ocrL sur] Ira prrrLxm dm tilluctsoa- {i1LL1Ls tirllnm-anunL. Givo Colllrstructiam a Cemplele Repgrl Pod Guidarrce ti-ile Il%Tmrr1 Ln LL dra.Wn pri frimaosll muCAunly IwJlm Lhgy {illi allLil LuLa111I.IIYaar,11J•pLI;iNurf.L•I'•1.'1•.lirikwm 11olnirly r{I{maru{bon hr 11trltibriR 1hv lel lumalren They Frovick h11 hid pfelr. Wi..h. Ici hi -'Jr ITevTrll 09-f-wly.4.rtllrtrllarrLl%`1r{II0{'m1 11hlLprutlae hLucm"r4IruILmdr*q- Doi% mu PNILit1o11J3•NVIrWrfiYI f ffpIrrl.4lbngwith rrvf auLdunerLdi Fzr grfwndicet witil. uu ttloLr:r J1XLlll6.-e1* Marl (W i gerlflrr rlr JlUfjl Gam: rOR*lk a GELiI Y I! I l l l r J 1I I r W I KdL Lf, -J rt44r "g40hW fid+ kh" 11 H l a +LI,1 rpM 1 rye 7 IrH§K 'P1 *Luid miwlrldrrslur ding. you o" slaa rusk hn ether Ijur md6n lihrllal I%jrNLry 'Lu-11%4•rmdrdidwiii axe r+n rlghi lei P* on llrr mA1N F'rrriril{1im r7pll.`Inllr. ;onduuond, or i■'LY.IIIr 11sr1,1■I IIu ill alta moi• kCW4r41�1r1 9CiIprlckRQOO mOwdirFmsyk.ra,houl1pecd1c jimIcLI eeyolrcmerLh, Ir�):I1hIIh ap iori%Selo•{" fmill.11K' rllrr7r1. urdj rrpolL 1114 ACdL 1 L4mwbmss and gvcMradar2L RcuLind mwwuctan Ih i Illy} nla; pvrrarlrr rhitit 41w1 uiralR it I hl? r lrom rr4 rand be Iva ar La -11• rlulikoi tired' lu Firrimil thein in do W 4 5n y rllCu Inllghl rill her Ill ] P011111IL3115 KdVe (ullyrl Il, fur■ r11c intim-riviilln 1Ta11gh1v iu pu•11, whLI! leLpiring 113mnWstkwt"it LmgpafIlw fraffulil tslpm, lAicki .arlll.,ILgg rixr11PunmiiLgrsied carLditlunL.i:Lxridul-IMp prAnd_Wd plecormnc ml calrLfermu4i, ran pdLll hfrr,lurrhlr Ir_lhlr m prod. Rsa-d Res pcHisIbiilly Rrov1%I4nrl; Clwmly �`�:-•ur rJarrnl rrprc.enraclvL�.kslyn Pn,f��n��,;nLl i�hlrrw:Lmi, �L, 1•x�I TL:■IIpL' IhU �plrl{,;Ilniral er Irxrring IS far h_u mctthaunhhV criproming ffi&Mlmas. j%lI tupptxl1 in pla bomiiie j6d read r&& m F"Vi L1Il•5 alS IrdriL•ar1F'htycrrycnLwuti .led rLal trwiiufa0Lartd ftwxi;s�i whh YAL-drfia{d imjJIM1t tLflll pr•LslrmtKt 61m acr1 sod cr., mebr 71sL Isk cd unbriLmiding hll nu ned 1115irLblL13K KIpt%;I PAkAlL [11Q1 hLIM r><x11tcAdh dlwpIv'Inlmriiu.dc11Fyh 0011!alrrrrmrsr,cAalms, andJLVLLle1. FLY oom!'"t th-1t rlrk, eLwtlx} 01411 *%Uln*rrr LsruLmnnly me u& rtarplknmuRy F4v1•urcan& in rbelr eeparl L Sai-thr1ti ld&W "IIf+rlmliy11., IraLYY of A" F30MINuHi Wherc wv4LxhnlL:,L1- ngimmu' MIPOMhlltller brWFI and MI. 10btlp ollurtrukupirte ll,eLruwn r "li4rb1Idkr ■nd rl%L ALL&Jrkarymlrw mitisoh&4 AAIunrprl. tibur:PUWh-01L#I C%Ir W%r IWIINI rnlgaind iuly mod Frankly •lhe peas wed c"rwL BW hid%nkpuiLK d id pmimm uL rlrrlrcmint *I alzlziady -!#ice IG�t r1r'�L7•Itk'-IS+'r 1�4'l14'In111 r71[zlll� zn mewmwd -6&Qr LI VU& n11`r' &= tba>oe need ill perdlwm ■ Sp3khn_LLsi eyrglrLree"auiIy 1.1•r IIk.11 rr.1s141. ig�n�mk W-L9%lnerneW npM &HLTW um*puaWdC Cnviran rlrm0 3rLdv*,s . i_ w■ cr necrl4ffirlWikFl..Lrhlrul tllt Ilkt•JllmA Ill mcLlLanLeringwkteWiiuni *Lm -W to &p or regdilk-4 11 nd11111Lr1Rj111. f tllrirLrQlenill?pmhkvrls ho -rt Lf,r 111 jvc;yLU PluarL. ff f91y hyo 1:1 e.. 401W }1411 LYrrI1 I•ut•Irznlnn*ilal vlfwmnlion abnwk rhe irrLykm boo atLxoor r+r mli-kr1 —14dIlin I G>Irr H 1ltddtnrtritsi6cibn arL h -w to finLE rr1•'FLnmmmIaI rAL•ImonaNIrxW gi.LLlurcp Olataln Rofesmicnak AsaEilKnce W DsLW moth U01sture Ir'lflllrrdlion ■nd Mind V. }11 r, }l.%:l F.•Ill"ILII ILJ.' LIIFi uSra• mer llo4lr i0derucd grommdwrler. VPier mlilLrtleoo..aroaaliarlulalrr 1n 0h1+T pM, div er6g1mttls Ildi'VILr■ wrrr nul 1llcily xil. eurlducLA, -1r Lnlrml d 1.i preVL•ni u1gTz Lao 171 m,.ti LgiLr - JO ILIII411K v4[rr Iapur- Wm Ih1: S641 rluslull) blinding dabr Lnd wA114 rrLJ Iuru ;IW kpllk4LriK+h1r-,1 r. 5 6NC Ll earl =Lc mold puemb mil rn&!eriafper6rmsncrdelFk3tmc1eu AxrnrL7ingl}'. �rupty IaJlJrlrlHrwralrllall Fr1r fir+alFrrrrlJrArrmgirarrf't rp%r4ffmirnYJ 1r44rF1 -rlr oil of itdq he ARJALUlrr 1LI ptFtdli Iwo kWrM &Q&rglilON. "r,,ku mr 0 A Ff&i elf meirilae infd rmdan 1lg uaLludin-S builLLrM.envelalt.eor wuid sjlr*.r,11re} rel thr Lk.ip Irom. rred'r,4-hrrk%uf orrNJwFFs-0Fl Jim drlrlllafillg ell lYf pe or IleW tMds F"f*. GEOPRC!'FIE55�0WAL Ut.r!s I N -�s ASSOCIATION Tdvp-lil Pne 30 P%5-2-733 c• mill; 1nlrL M3fs12%ifaeluJ,e11S Wlt6- -gca lri:Ic;mk)rw3.r}rg iw*rpth%nrlTlnf&T*m*m=WI II.r:Ilk%.%WL.0u■10WW 1}a1E WLW. IgmuWLL Lwx Ls uLI WIL Ld I I I I I J.aUnPIMR. 71 w ilk id 11. 141 L%W? -d" ah -IfiLUWWp imVrlj* Iq&6%hA tmwp w LJL V. K& jl:d - on p*rmAWW Gi�:{TL*4m47%- L&LrwL cch-1-9 —M don IhL1 dvl Ialrn r Ptllllncd lair rih 1l6-u1pm=.r!lrr.rpmi.cLs ■a r.lri `I �.rd lr 11, ; uI, : •.I..arl. Iwy11 I -IJ 1•-qF IY+MR.a771� nR,1L- r- •d rJ6• 1.h.L rmoIl.a d.. LbiLr-u..1 r, ,a,d1. — a ..dlLJ •r1r1 • L•...r i1 Rl�1, Lrdi r I�d nFm iu.l h •1Llrr 6 r1, 111J1rA..J. Y 1a1Lr1 aMM Lh& ro Uj LKU 11==P=n 7r1i6n bc=CJ IiM cW11143619"lk lfrHMri ft inciOIn1 rr Irirrcz" i,1.�*mm6rcpm*mumwi N IN 7L N i- k! m field Solar ArMy r:;: ~moi Foundation epluqj',u Rcrad 5outPi, EnAP-Ids OM YQI* Design, P.C. General Location Plan Adapted from'. USGS TDpagmphir. Plapping 46A Soper Drive 2019 11�� ,,,d irtbace West Gwa�a� Ro-chester, New York 14607 WMKEI; UY: .30N ovm; 91241-20 ph000 c5 -s5) a513-im'; Scale 1'= 20m, FAX (555) 458-3323 DRAM BY, JCS JOB NO.' 4840.0 dw� ihr ff.A' -rPrT .i NSF E n field Sala r Army 61 Foundation Appleoxt? Roo 5014th, Enridd, New Ynrk Design, P.C. Boring Location Pion Map j From: Nan-oste Solar 46A Sager Dave fe Rodlister, New York 14647 CH ICKEb LY: JDM PAIC � f 24 f Z❑ Phmm (M) 4S:9•0324 Scale t"= 4DO' FAX (58 5) 498.3373 DRAWN gar: JCS QOM NO.- 4540.0 - - r Found aklo n Design, P.C. SOIL DESCRIPTIONS Very �m gralnea solK Plastic Salts [hat ran be rolled into a thin thread it moist. CkayrS -and sm" Clays show cahfslon, ATF—115L,151 FOOT very Soft 0 -2 - scot :�-5 Wellurn 6.1!5 strft 16.75 kiii rd 26 or more DIESC r O and Sari 1ltile trace PION - C0HE5,1WF- SrOMIL. i�mnposed or Slip sand and gravel, -showing *n onheMm ow Very slight r=ohEnion DMESCRIPT30N STP —II&LOWSfF00T UHYW 0.10 Frrm 11-25 Cornpxt 26-40 DeMe -4I-5a Very Derma 51 or mnne LCMMAM- PERCENTAGE so 30.49 11--�9 0-t0 Dry, Dan ig Nkht, Wet, Satwated Grou ildwater rrr-asured in the t}onN pr tiMt RK mpyf nCd haue reaCFred egwilibrturn SOIL 51RATA: TERM layer seam parting va rved GRAIN SIZE MATERIAL SIEVE SIZE Boulder Larger Cha n 12 i riches Cihble 3 inches to 12 inches Gravel - coarse 1 Inch to 3 Inehe.fi - nod ium a/8 Inch tia 1 inch - fl ne Nn, 4 to 3)8 inch Sand - coarse No, 1i) tD No. d medium No, 44 to NG. 1Q - flne No. 200 to Nu. 40 Silk and Clay Less than No, 2W DESCRIPTION foil deposit more than 6" thick Soil deposit less than 6" thick 5ai I deposit I than U8" thick HoH020rrta I unlfbrm layers -or sea rn� of toil ,qtard{i rd PQrphrat+vn Test: Tl -e n umber of blows required to drive a spl It spoon sampler Into the sDII with. a 14U Fxxirwl F ammer dropped 30 inches, The n umber of blows required for each finches OF penetration Is recorded. The Lata I num her of blowy requi reed for the .second and thi rd 6- inche5 of pe negation is terme-d the penetration resistance, or the "N" va luc. 50# Soon Samdi2r= Tyrpira Ily as 2-fr of I0r9jr 2-i nch dianmAe r holler st-eel tube that breaks apart or splits in tvm do the tube length. BQfuDal; Depth in the boring where more than 100 blcm-s per Inches ark r.,ee-Jed to advarrc2 the , ampW spoon - e Recovery (%): The tertal length of r&ck CbrP.. re rv.d divided by the taxaI core run, :ROD e%): Rock Quality{ Designation — the totaI length of al the pfcees of the rack care Iangcr than 4-incheb divided by tI-ra total length of the r7xk core run.