flR000290test results, are-.. presented in "Append ij: F.J Results of the x-ray diffraction analysis of .the, min'.us tw.Q_.3i£crcn (clay-siz-e) fracti.on are presented in the x-ray

$Page 1: flR000290test results, are-.. presented in "Append ij: F.J Results of the x-ray diffraction analysis of .the, min'.us tw.Q_.3i£crcn (clay-siz-e) fracti.on are presented in the x-ray$
TÊH"- Or'THE l..<j.~nlVISIOK/CORPfe OF ENGINEERS

DTVTSJQi-M.AEGRATORV - ."OtfAKA, .••JSEKAS.KA 6^102. " ..,. -

Subject: _"_ _?.£t ^ i c anC rr"ax. pif f raction_AnaJ.irs. . Q.L.Soll_SaaiEles_______Rgpc-'rt-jS'£rie's 'ITo. "1 ,__ "^-..__^_- -; = •. .---.-

Project:.. ._ C '& EL BatteryV.jfe£hffiond, .. y&' '_/. ."..Intended Use::.. — -. - — .--S_ource of Material:-'- Jar Samples'.'.'/Submitted, by: ;Lf Xel' 'Date SaaF.ledi'J ^ r J JT lL -i- -°|te Rece;Lve.d.:;\..5;5 J^ne, 19'91" ..Method' of. ?est "ar'.Speciiicatlon:" "*.~."." ." Seei'fest .'"Htl'hod" fl "References: . pJ ,fe.tr ^ gu" st"'KpV_EKE ..1B99""" dated 2a'lpr:l, 1991

1. -Sample .ideriti'f ic'at ion IlaT test, methods are ""presâted in Appendix A aadtest results, are-.. presented in "Append ij: F.J Results of the x-ray diffractionanalysis of .the, min'.us tw.Q_.3i£crcn (clay-siz-e) fracti.on are presented in thex-ray d i f f r a c tT on" "spe'c t r a .Blot Nos. l" through 30.

2. Petrograpfcic and qualitative x-ray diff a'ction" analysis fninus two iai-cron " fr.3ctio<i; ...indicate 'the.ôil. saaipLesi -ire Ci>ip]>ostt? ox the olay-ni.-a(illite) , xaolin, vermiculite. afid_ch1orite clay mineral groups generally inorder ""-of. de-creaiSlW fWifcaliic'e" 'The vermiculite and" nhiorite .clsy mineralsare inter-£-trat±fTec,.. ac "indicated" 'by c*lay_|_ "mineral rattic?_ response tuglycol/glvceroj " .sblât£jQn_ahd. heat, treatments. . Etkylen^ glyco] soflvstion"techniques indict e t£s" presence. tT£ /coiapj'ex "iHtfe"i.statific^*ioi: cf minate/J3iounr of" smectite clay minerals "vith the other clay components as evidencedby slight p-v.a>; _sl: f ts_.duri;xff -jlycolation _aad_! peas aayrenietry. ....This character-istic is'srtjst prcho"uBcsd in Sample "No's, 4A-1.5, "5 -I".'5, 6A-1.5, "9-1.5 and10-1.5. .".£.etrogr"aphic "".anai"ysis of. the two samples (S_B-91-12, TP-9) toidentify the finely "disseminated particles "that exhibit a metallic lusterpresent in the samples indicates these particles are classified as the micaminerals; hiotite and muscovite. i-ray diffraction analysis of the bulksamples reveals similar composition "in the type and concentration of miner-als present that include quartz, mica, amphibole, gypsum and calcite. How-ever no ie'ad-basea compounds were' identified and this phase of theinves citation is continuing. "Exaffiiixatlon "of . SaiBpIe "No. TP-iO indicates it isclassified "âs^coBc-rete" fragments b:ased" on pheriolpbthalein te^t a .id opticalsiicrcscopy exaniilat~ich.

Jubmitted _by:

Schlenker, P.E.Soils, Concrete, and Materials Branch

Douglas B. TaggartActing Director, KRD Laboratory

flR000290

SAMFLE IDENTIFICATION

I. Thirteen samples of soil from the C-"&!R Battery jproject were submittedby Omaha District for "petrbgraphic" / £ ~ uai'itat.Tve '"x-ray diffractionanalysis- ôf the clay fraction (minus two~~micrbrrt "to "characterize the -clay.mineralogy an3. ar t'iae'ntifi dl s'-'SaiEpIe'ibsJ 4A-CK-5, 4A-1.5', ~5A-0.5, 5A-1.5,5A-0.5.,. _£S=3 -5,._.9-0":S,:-B=J.,'5V16 0. . and iO-1.5--Sample^Pos. SB-91-12 andTP-9 ~ve3 &3 i ...£ ^ £sis*tcr~JLa'2i&iEy ihe paftlcles'.'exhibiting"a", me-':.ani:c":ius".er..pre !ett"iiiT tiifiI'IsMple~ana"""to~"]CaenTi"fy''lea3J"cokpounds" present.Sample No. 10 ..€as "submitted, to" iaentliy""^^/over-ail "sample composition."

TEST KETKOD

2. The testing has been" conducted in accordance with the following test

The .Qualitative x-ray diffraction 'analysis 'method employed is after pro-cecures- adopted by Corps of Hh'gineers-âter'ways Ezperimeatal Ststi.cn .(¥ES)and esaaines-'tlie siiras 2 slcron. "fracTion"Tclay size 'fr'actionj as- -determinedby par ticije eSIiiig1". "velocity .according,. tc" ;tc"kes-"La w....The. 2. raicron fx-actionwasâir driea1"a"nd scanned -using CuK. alpha- x-fraciatioii with "a Ni filter at astepping "rate -,,ci 0.02"""Gegfe"es/'two-t3aeta"*per ""second. The sample p " vere.complex.ed --v'-VitlT org"a:c.ic~ligui""ds .iet'hyle'De'" gl'yccl) tc induce - cfearacteris t.iclattic'sl'expansioa . " 2eat~"~fre'a't'Eezits • jrer"e~a"l"sb-" performed at 150 degrees , 350degrees and 550 -degrees" centigrade "to.. i"n"da?fes" characteristic lattice .....con-traction and coilapse'that is required for accurate clay mineral identifica-tion (Brindley and Brown) ._ All external variables such as specimen slide.position, sedimentation times, x-ray tube and detector voltage, and samplescan rates .were . " not altered to .increase1 precision and reduceinstrument-induced and non-systematic error-' Applicatio'n of Stokes' law ofsettling u~nder ""gravity was' in "acccrdancje with' ASTK'D 42"2-62' - (72). Perro^graphic analysis, o'f the soil "s.am~pTe"s~viFas= conducted "iTi" accordance with CPJD-C127-35 (ASTH C 2.S5-85)

3R00029I

B

TEST RESULTS

i. The results o£ the x-ray diffraction and petrograpnic analysis of ..thesamples is as follows : " " "".-"."

"is classified a "dark"eilowisb brown (10 TF 4/2 ûns«ll Color ClasîJica.tionT- gualitarive xi-rayciif tactics analysis "indicates the following clay E):rji£"a3.s a*"*.7 present" ihthe clay siie 4 minus" 2 micron) flection o'l ihe bulk iâ^Le;^ "verniicuIiLte.,ciay mica tiliite) aa<i kaoliniti clay mineral groups.. TEt 1.3clT=o£ peak stiiiTtoi the basal lattice reflection at 14.4 A. upon giycolation (Plot NQ.l) andthe step-wise peak shift of the peak from 14.4, 14.0, 13.0". -.and 11.2 A withsuccessive, higher heat treatments of 150, -15.0.,. and 500 degrees5"" 0- indicatestiie presence of vermiculite due to step-TTi e vermiculite de'nydration andlattice collapse (Plot Hos. 2 and 3). Peak intensity changes upon gly-colation also suggesF inte"rstratiiication~with"trace aiaounts o"f smectite.Interstratificatxon vitb minute amounts of p.ocrly crystalline^ ..rhltirite" j.s

.; -:- ii-oiciite:: ry ce pre^sccc. -_;: t; 4 .ai:-, , ".-...o .= "._-^. c-ricacr-.c': ..T;*-tiecrrees - *' 0 vIO .0 •- 1D..1,- AugsticE d-sp-aicing) in

he ooi .basal refre'.-'T-ion rf_ clay

o^ zii.or peaks en the low atgle side of the !_0_ Jinco"trc5i U..J fi-L- pacingaad pâX asvr metry suggest iz;zei,au:atxfir3cioQ "itb irace "guc'iititis^ of.

53tctite micerais. The peak a^ 7. IS A. ucairerct&c^riy glycclat5bn'~an"d" 3"5CC. ce-;ret C. heat treitiLsnt, yet ccliapsod by 550 degree C. .hei-.t tiâtaient 0:1 ptf(o. 3) is characteristic of the kaolin mineral group Ckaolinit'e} . "The 550degree C," heat treatment also Te"aves""trivi"a.l peak remnants at " 13,0. .and 1=1,2A. representative of vermiculite,. The non-'clay mineral constituent in theminus 2 micron fraction was identified as low .quartz (STOz - 4,26, 3.34 A.peaks) .

b- - Saagie. tfo_.J_. C_R_-T?4A-1__._5- 'The soil sample is" classiTied a tightbrovii {5 YR 5/6 Kuasell Color Classification}. Qualitative x-fay"dlffracTion'analysis indicates tSe zollovirg clay aiberal* .are p-esert in"T^« clay si*'*?fiLiaus 2 "micron) fraction of "the bulk sa:aple;~ "veriaiculite, cnlorite, "clayaica (illite) and fcaolinite clay mineral groups. The lack of peak shift ofthe basal lattice reflection at 14.4 A. upon glycolation (Plot No. 4) andthe step-wise peak shift of the peak from 14.4, 13.4, ta 11.S A with succes-sive higher heat treatments of 150, 350, and 500_ degrees C, --indicates thepresence of vermiculite due to step-wise ve'rmiculite dehydration and latticecollapse {Plot Nos. 5 and 6). Peak intensity changes upon glycolation alsosuggest the vermiculite is interstratified with trace amounts of smectite.Interstratification with minute amounts of poorly crystalline chlorite isalso indicated by the presence of the 4.74 A. peak. A diffraction peaksituated at 8.8 degrees 2 0 (10.1 Angstrom d-spacing) in the air-driedsample represents the 001 basal reflection of clay mica (illite) due to_thelack of peak shift upon glycolation or heat treatment. The

flR000292

Sheet 2 of 6

pres'mcrr.-Gi: aiii r pealts. c.n_i"h;__loK angle side of the 10 Angstrom (A.)d-spacing peak ^^ pea asys .try "suggest.'inverstr'Etification with tracequantities of "s e'cTt11e"."miir'erals". .rT-S&.l'peak" "atf" 7.19 A. unaffected byglycolatioa.and""350 _degzee_"c. Heat treatment," yet "col lapsed by 550 degree C,heat treatment^. LPIxit.-Ko..--.3-} is characteristic of the kaolin mineral....group{fcaoiiiiitej . the 550 degree X. "Heat treatment als"o leaves trivial peak rem-nants :fz"cni T": to 8 degreeTs"Twb" theta representative 'of vernticulite. Thenon-clay mineral" constituent 'Tn the'~ mirius^ 5"jBi"crpn""fraction was identified.as lev quartz.. (SlOi -. i.2.6.," J..J4_A- peaks"}""."' ""^""' r""

C- \_.:J£aiQp_ie.LNo.. .-.C5L-TP"5'A-Q A. _,,tfeg.,§.oil._sampie_ is ...classified a" light"brown f5 YR 5/"6".'-EunseTl"Color.."Class-ification)". Qualitative x-raVdif fractionaaaIysi£ iS.aicata£,=i"ne""froIioFiiig clay minerals are present in the clay size_(minus 2 laicron} fraction 'of the"bulk sample; -vermiculiê, clay mica(illite) and kaclini'te"'{Table Wo. 1) clay mineral groups. The lack of peakshift of the basar"l"atfici"reflection at T474" A-""" upon glycolation (Plot No.7) and the step-wise peak shift of_the peai from 14.4, 13.8, to 11.-9--A withsuccessive high'er heat treatments of 15-0, 350, and 500 degrees C. indicatesthe presence of vermiculite due to step-wise vermiculite dehydration andlattice, -collapse (Plot'Kos. 8 and 9). Peak intensity changes upon gly-colatidn also suggest interstr.Ttification with; trace anicunts af1 ?m.ectite.

also iiidicatea by the presence cf"~the 4.74 "A. peak. A diffraction peaksituated.- -at.....8..S__Idegree^. '.2L-Q' .{10,1 ""Ail"gs.troE; d-spacin^) in the air-driedsasple . represents- .tiie OQL..b.asa""rexT'2Ct76£ "of." clay"mrca_"" (illite; due to . thelack ct peak si.ift "upon "glycblaticT' "or'heat! treaâient . "The "presence of rdnorpeaks on the low. angle"s"id^:"of. "tneiTD";Âng~stioni "(A.} .d"-spacing"pea> ard petkasyiimetry suggest iat>r.£.tr at:i'f;icTtton with trace .quantities of smectite .Din—erals:. -T"he peak..at..7.19."-A." Uria'f f'ec'tea fcy "glycclatijan." and 350 degrei.-, C. heattreatment, yet-collapsed by 550._degree.,-C. !hea':. treatment (Plot No. 9) ischaracteristic of tlie" kaolin'"mineral group": (kaclinite)'1. rThe. 5.50 degre.e C.heat treatment also leaves trivial peak remnants at" 11.9 A. .representativeof vermicuiite,-^ fhe'EoE-clayliineral constituent' in the minus 2 micron frac-^tion was identified as low quartz (Si02 - 4.26, 3.34 A. peaks).

d. Sample.No. "CR-TP5A-1.5." The soil .sample is classified a lightbrown (5 YR .576 Kuns'ell.. Color" Classification).. _Qualitati've x-rsy diffractionanalysis, irtdicates the. following' clay minerals are present in the clay size{•ninus 2- Bicron) f r Iiciii-'b'F DT ulirTssiTipIer "reraicui ite, chlcri te, .clsy"zic's. {illite} .aiid kaolini=te~cray isineraT groups. "_Tne" basal lattice reflec-tion, at 14.1. A. ..(Plot No. 10} that collapsds with successive higher heattreatments of. 150, 350, and 500 degrees CJ -"indicates the presence of ver-miculite possibly interstratifiea. vith minute amounts of poorly chlorite dueto the presence of the 4.80 A. peak (Plot Nos. 11 and 12). Peak intensitychanges and slight peak shift of the basal lattice reflection at 14,1 A. to14.5 upon glycolation confirms interstratification with minute amounts of.smectite. A diffraction peak situated at 8.8 degrees 2 0 (10.1 Angstromd-spacing) in the air-dried sample represents the 001 basal reflection ofclay mica {illite) due to the lack of peak shift upon glycolation or heattreatment. The presence of minor peaks on the low angle side of the 10 Ang-

flR000293

stroa iA.) d-spacing illite" peak "and peak ."""asym'interstratif ication with trace quantities b'f "smectite minerals".- The"peaT" at7.23 A. unaffected by glycolaticn and 350 degree C..heat treatment, yet col-lapsed by 550 degree C. heat treatment {Plol_ffo. 12) is characteristic"' ofthe kaolin mineral group {kaolinite).

e. Sample Efo. CR-TP6A-0.5. The soil sample is classified a moderateyellowish brcwn {10 YR 5/4 Munseil. Color Classification).." Qualitative xrraydiffraction analys~is= inaicates the followitig" clay minerals, "are : "present;; inthe clay size (minus 2 iricron) fraction of the bulk sample; verniiculite,chlcrile, clay mica {Illite) and kaolinite clay_. mineral grq.ups_-___The b?_sallattice reflection at" 14.1 A. (Plot So. 13,} that collapses and shifts withsuccessive higher heat treatments of 150, 35.0, .and 500 degrees "C, indicatesthe presence -of vermiculite and interstratified with minute amounts ofchlorite due to the .presence of a peak in the 4.7-4.8 A. range (Plot Nos» 14and 15). Peak intensity changes and slight peak shift of the basal. latticereflection at 14.1 A. to. 14.5 upon glycolation also : suggestinterstratification with trace amounts of smectite. A diffraction peaksituated at 8.8 degrees 2 O (10.1 -10.2 Angstrom d-spacing) in tfae air-driedsaatple represents the 001.basal reflection of cJay luicaiiiilliteL clue", to vthe-;aci; or psas sa_ft upon i^ycolatior. at he«i-_treataier". Tr-, prejr^ce -;>f sailerpeaks on the low angle side of the 10.1-10,2 AngstroB "(A.) d-sjiacdng peakar»d peak asyanastry suggest interstratification with trace Quantities.—ofsmectite cinerals, - Tli£ peak at 7.33-7.19 A, unaffected Ly .glycolation .. .and350 degree.C, beat treatment, yet collapsed__by 550 degree C,(Plot Wo, 15} is characteristic of., the kaolin mineral group (550 degree C. heat _trâ.taent also leaves trivial peak remnants "st-I»C A. representative of vemiculite. _._. .._. " . .... v ..:"

f. Sample Ho. CR-TP6A-1.5. .The_jsail_.sample is classified a Ixghtbrown (5 YR 5/6 Munseil Color Classification). Qualitative x-ray "diffractionanalysis indicates the following clay minerals are present in the clay size(minus 2 aicron) fraction of the bulk sample; vermiculite, chlorite, claymica (illite) and kaolinite clay mineral groups. The basal lattice reflec-tion at 14,3 A. (air dried) that collapses and shifts with successive higherheat treatments of 150, 350, and 500 degrees C- indicates the presence ofvermiculite. The "vermiculite is inter stratified with minute amount.? rsfchjorite due to the presence cf the 4.76 A, peak (Plot Nos- i7~ and ?.£). Teakintensity changes and obvious peak shift of the basal lattice .refle.ation__ at14.1 A. to 14.6 upon glycolation also jcdnfirm xnterstratification withsmectite (Plot No, 16). A diffraction peak situated at 8.3 degrees 2 O(10.1 Angstrom d-spacing) in the air-dried sample represents "the 001 basalreflection of clay mica (illite) due to the lack _o_f peak shift uponglycolation or heat treatment. The presence of minor peaks on the low angleside of the 10 Angstrom (A.) d-spacing peak and peak asymmetry suggestinterstratification with trace quantities of smectite minerals. The peak at7.19 A- unaffected by glycolation and 350 degree C. heat treatment, yet col-lapsed by 550 degree C. heat treatment (Plot No. 18) is characteristic ofthe kaolin mineral group (kaolinite). ^

JfEZ- Lab Proj' -~t **o. 974

Sheet 4 of 6

P--— .CR-TP9-0.. 5 _,Tb£ s,oig sample. is. classified a lightbrown (5 YR 5/6 Munsell Color Classiricatio'nV:. Qualitative x-ray diffractionanalysis" iiidTcaTes-..tlie~'. following"" clay minerals are present in the clay size(minus 2- -micron) fraction of the bulk sample; vermicuiite, clay mica{illite) and kaolinite clay mineral groups^ The lack of peak shift of thebasal lattice -reflection at 14."5~A. upon glycolation (Plot No. 19) and thecollapse -.-T-and' step- wise peak" shift' of -the "peak with successive higher heattreatments c-f 150, 350, and' 500 degree's CJ """indicates the presence of ver-.niculite d.ue..tc.JEtjBp-wise vermiculite. .dehydration (.Plot Nos. " 20 and 21].'reak in.iiansity changes .upon glycpl.atj.pn. al,s_o ...suggest intc-rstratif icationwith uace. aôuEts~tif smectite. The vermiculite "is interstr atii'ied withminute amounts of ....chlorite.-due t.o jthe presence of, .a 4.80-4.77 A. peak. _Adiffraction peak sTtuated at 8, "8 degrees 2-:C>! .(10.1 .Angstrom d-spacing) inthe .air-dried sample represents the 001 basal reflection of clay mica{illite.) . du£..-to. tae lack of ..peak shift .upon glycolation or Jtieat treatment.The presence .of minbr peaks ~o"ri the low angle side of the 10 Angstrom (A.)d-spacing " peak and. peak -asymmetry suggest : interstratification with tracequantities'^ of sjcectite ffiinerals. "-The peak at_7. 19-7 .23 A. unaffected byglycolati~o~n and 3"50""deg"r"e":e~7C-. heat tfea'traen'C" ye"t collapsed by 550 degree C.be«Lt tre^tmeiit (Pidt Nc. 21} ::.s " c'liarsc't&ridîc ':cf the. kuolir^ r.inert,l group{kaolinite}. fhe trivial peak remnants at "12. "8 "A. is- representative of par-tially dehydrated vermiculite. ._ .. .~'.._H- ..;"" - — '— ".' . ''..- ..._..

^-- Sample No.- ' CR-TF'g-irs". The" soil .sample is" classified a light(5 YR 5/.G_;.Hurisell_ Color Classification}'. " 5'iil'tafivs x-ray diffraction

analysis.. .indicates the following clay minerals "a"re/"p resent," in the clay size(itiiiui. - ...-sticEor.) fraction of the bulk saisple ' jêijsiculite, clay mica{illite) and kaolinite clay mineral groups, .The basal lattice reflection at14.4 A. (Plo,t.,]$o... 22) that collapses and shifts with successive higher heattreatments of.-150, 35.0, -and 500 degrees C. ind-icates the presence of ver-isiculite. that appears to be interstratif ied .with minute amounts of chlorite(Plot Kos. 23 and 24) . Peak intensity changes and obvious peak shift of thebasal lattice " reflection at 14.4 A. to 15.9 :.upon glycolation confirminterstratification with minute amounts ofjsmectite^ A diffraction peaksituatedât .8,8" degrees" 2" "0"-(10-6-10-l Angstrom d-spacing} in the air-driedsample represents the QOJL- basal reflection of clay mica lillite) due to. the~ack of peak shift upon' giycolatio'n or heat "Tfcreatmeat . "trie presence of joinorp-âks o.:i-" the low angle side of the 10 Angstrom (A-i d-spacing peak and peakasymmetry suggest interstratification with trace quantities of smectite min-erals, The p.eak at 7.19 - 7.23 A. unaffected by glycolation and 350 degreeC, ; heat treatment, yet collapse^ i>y 550 degree C. heat treatment (Plot Ko.3) is characteristic of the kaolin mineral group (kaolinite) .

i. Sample No. CR-rTPlO-0.5. The pil sample is classified a lightbrown (5 YR 5/6 Munsell Color Classification) . Qualitative x-ray diffractionanalysis indicates the following clay minerals are present in the clay size(minus 2 micron) fraction of the bulk sample; vermiculite, chloriter claymica (illite) and kaolinite clay mineral groups. The basal lattice

flR000295

reflection .at 1J.3 A. that collapses arid shifts with successive; higherheat treatments of 150, 350, and 500 degrees C. indicates the presence ofvermiculite that appears to be interstratifled with minute amounts" cfchlorite {Plot Sos. 26 and 27}. Peak intensity and shape changes of thebasal lattice reflection at 14.3 upon glycolation infer interstratification1with minute amounts of smectite (Plot No. 25). A diffraction" peak situatedat 8.8 degrees 2 0 (10,1 Angstrom d-spacing) in the air-dried sample repre-sents the 001 basal reflection of .clay mica" "(illite) dxie. to the lack of ,p_e&kshift upon slycolatios or heat treatment. The presence :bf rni.Bcr .peaks en the]ow angle .side of tb.e 10 Aagstrcic (A.) d-spacing peak and • pea>; ssymcetrysuggest interstratification with trace guanTities"7 of siuecVity iriiitraln^Tfcepeak at 7.19 -7_23=M. unaffected by glycolation and 350- degfet :"C. "Seattreatment, yet collapsed by 550 degree C.. "ieat treatment {Plot I\ro, 27) is.characteristic of ----the"~kaolin~iaine=ral group "(kaolinite) .

3- Sample fro. CR-TP10-1.5. .The_soiL.sample_ is classified a lightbrown (5 YR 5/6 Munsell Color Classification). Qualitative x-ray diffractionanalysis indicates the following clay minerals are present in the clay ..size.(ninus 2 micro'n) fraction of the bulk sample; vermiculite/" ""chlorite, clayrrics ti;ii:;"e) end fcfcolinite clay rcinerai'TgTolGfsT " The ~"fci:"s.cC . j iics. r'- Sl c-:tion at 14-0 A, (Flot So. 2S.1 that 'collapses and sijifts w.l'tu successive-higher heat treatments of. 150, 350, and 500 degrees C. indicates the pres-ence of '-trDiculit-s tii_.t is interstratifi'-e'd with minute £"'jicur.tc of d-^&rxte.(Plot Hos. 29 and 30). Peak intensity changes and obvious prafc.isfiift of .thebasal lattice rel_e^tion at 14.Q A. to 14.S" - up'.n " c'lyc^lj -:ion~~ ccafi^1:-ir;t^rstrat^ficatio:i •.with ainuti as&ouats of "smectite- A -diHtactior. .pVaifsituated at 8.8 .degrees 2 0 (10.1 Angctrci d-sâclnij) Cis ""l:.e Air-d.riec'sample represents the 001 basal "reflection Of clay mica (illltel^due to__thelack of peak shift upon glycciaticn or heat treatment. The presence of aunorpeaks on the low angle side of the 10 Angstrom (A.) d-spacing peak and peakasymmetry suggest interstratification with trace quantities of smectite min-erals. The peak at 7.23 A. unaffected by glycolation and 350 degree C. heattreatment, yet collapsed by 550 "degree C.. . heat treatment (Plot No- 3}. ischaracteristic of the kaolin mineral group {kaolinite).

e. No. SB-91-12. _This sample is classitied UjjSt olire_sray(5 YR 6/1 Munsell Color Classificcticn}. ¥eTr"c-graphic:shri" "qualitative x-raydiffraction analysis indicates the sample is .coifiposed "preSoiainanily of-quartz, bictite, muscovite, amphibole . (hornblende); gypsum, Ca-Na-Kfeldspars and calcite. The particles with metallic-luster were.not. identi-fied as metal but are classified as Muscovite and biotite micas. L ad !com-pounds were not identified in the sample although this phase of theinvestigation is continuing.

1. Sample No. tP-9. This sample is classified liffht_olive gray (5YR 6/1 Hunsell Color Classification) and is similar to"Sample No. SB-91-12in appearance and composition. Petrographic and qualitative x-ray diffrac-tion analysis" indicates the sample is composed predominantly b'f. quartz,

flR000296

Sheet £ of

(hornblende)- , gypsujE_r Ca-Na-K feldspars andcalciteL" Sie.. pa'rticles" with jaetallic iusfierJ were not 'identified as metal but.are,.__classifie_d as' mus.cdvlte -and biotite "micas". Lead compounds were not iden-tified -in tFe'Tample although this phase"'.73f*"the "investigation is continuingwith results to. be_ reported on" completion~of the testing.

nt. Sample-HQ^_TP-lQ . Petrographic examination indicates this sampleis composed of concrete -fragments. The concrete is composed of. angular 3/4inch max. diameter, crushed .coars_e..aggregate~a"nd quartzose sand fine aggre-gate. -;-?he fragments "were., subjected." to the iphenolphthalein test to .detectcalcium "hyaroxiHe comson c'n Portland cement^concrete with results indicatingca Icius" ' hyd f b3ti'de.."pr s' e"p'tT"~t'be fragments' ""were "also examined using opticalsioroscopy t'echniqu.e_s"~which .ideniiriea'jinhydratec .cement . .clinker, calciumhydroxide .and air entrainmeiit voids present in the matrix.

5R000297

*r-i LJLJ IJL! JJ-i-J 1.IJ JaLuLU,Ll-U,l.l.J LIJ.LlJ._U-J.:_iJ i J 1 t. uJ JJLJLlJLl. I 1 ] J-l.en '

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flR000327

BORING LOG BORING SB91-01PROJECT NAME CAR Battery Co TrâtahHifv Stndv <JTrp.jr.T 1 „*• 1PROJECT LOCATION Richmond, VA pRO-TRfvrwn RQM114K1t,rn~QTCp PY S. Mnrrisserte T>FTT,t,F.P PY Rftlpar Fnvironmental TA«K N1^ ^pf'PFA'-F P,TrPtY*'rTrtV NM T?.T.KVATT<™ n ATTIM n ATP. S/ 1 VQ 1WATER ENTRY DEPTH NONE FEET ATT> 2 Rl^f Acker ADQWATER SfJRFAÊ OEPTH NP FT 24 Jlf5 AD *- METHÔ 8.25" HS A

*

q-*(--Q. -UJO

o-_

-

-

5-

-

-

_

10-

15-

20-

25-

SAMPLE

UIQ.

CtUJOUJO

UIo<ncnHCOUJCC

DESCRIPTION

Loose to medium dense, tan, non_ plastic. Sandy SILT to Silty SAND, dry _-L .with some very fine to fine SAND aad —-\some crushed battery casings /

Stiff, light orange-brown, low to~ medium plastic Clayey SILT or' SiltyCLAY with some fine SAND and trace

'Gravel, moist

_ ....__ — . ., ...__...____ =.. _._. — _

- — - - ----- -- - --- . - . - . - - _

. .... , .. ._.. ...... ._..

_. . . . ..._ ....... ... _._

_ .... . . . . . . . . . . _

- - --• - ~ -- -

CJCO

ML tcSM

ML tcCL

-Joz:CO

iXX/

^

n

~Z.OHl-<EUIUl

FIELDNOTES

Fill

Alluvium

Bottom of boringat 5.0 feet

Note: Boringlogged off ofcuttings

^Woodward-Clyde Consultants WC&CRI§'8 U o Figure No. A-i

BORING LOG BORING SB91-02ppnjj/rr-WAwra r & R Rattery Cn TrMfahilifv Study gmSJ-T I «f 1PRO5E<rr LOCATION Richmond, VA PPnjp.r/r NA R9MM4K II/VjGE'T' BY S. Morrisspftffi PRTT.LEr1 PY R^lpnr Fnvirnnmpntal TA««' w<~» ^ 1SURFAfTRRT.EVATTON NM ET.KVATTON DATUM PATK 5/I3/9T IWATER ENTRY DEPTH ..NONE FKET ATD ^ - Rltt Ackftf ADO JWATER ff"PF*/T5I>EPTH ^ FT 24 hrs AP x MET«^P 8.25" HSA 1

*M-

E*y

0-_

*•

-

-_

10-

15-

20-

25-

SAHPLE

UJQ.t-

s

opUJ

4.2/5

UJyteHw

20

16

18

24

28

DESCRIPTION

Medium dense, light to medium gray,_ fine to coarse grained, well graded Silty --, SAND, dry with some battery casing ———-\chips and crushed rock /Stiff, light orange-brown, low to

" medium plastic Clayey SILT to SiltyCLAY, moist with some very fine tofine grained SAND and trace Gravel

-

-_

.

-

- . -

- -

- -

CJCO

~

•

-1(_»cn>-CO

Y/,y/f////,%

tumuli

•z.o

sUJUJ

FIELDNOTES

Fill

Alluvium



Woodward-Clyde Consultants /fB??fff}To o n Fleure No- A~2Hnuuuocj

BORING LOG BORING SB91-G3PRrtJET FAMR C & R Rattftry Cn Trea ta bil i fv SfiiHy SHF.P.T 1 ~e 1PROJECT LOCATION Rirhmnnd, VA _...... - pRO-iwrrr wn 89M114K1LOGGED BY s M~nrrKSfitffi riRTr.T.p.n nv Relpar Fnvirnnmenfal -pAflwiMn 3SURFACE F.T/RVATION NM ET.EVATTON PATTTM PATE 5/13/91WATER ENTRY DEPTH NONF FEET ATD $Z - - - ; - - pfft Ackfif ADQ

•K.TT-* "l A ]__,, w O 1 CH TJC AWATRR STJRFAOF. DFrPTH FNIJ FT z^ nr^ AO -1- - METH F* o~£j rtoA—*

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I-Q_Ulo

o-

-

5-

-

-

_

_

10 —

15-

20-

25 —

SAMPLE

Q_t-

s

Q;UJOCJUla:

17/18

Ula<nt-HUJ(XL

204/6"

DESCRIPTION

Very stiff, light orange-brown to_ medium brown, low plastic, very Silty -CLAY, dry with some very fine grained

\ Vio ttAi*v octnoc ' /V\ —————————————————————————— = ——————— -. ———— -/I

~ \Hard, gray and white, crushed rock/ and\well graded SAND (rotten concrete )Stiff, light orange-brown, low tomedium plastic, Clayey SILT tb SiltyCLAY, moist with some very fine to

- fine grained SAND and trace Gravel_ . . - - ....... ... . -.. . -

_ - ......

__ . - - -- ! - . - . - - _ _

...... _.. .. .... --- - -_____

—————— - -- - -- -- -- -———— "- --———————— ————————— - --^-=---————————— ————— -

——————— ,-. ;, ._..._____....-...___,-____-—————-.-- -_____..-,-——————_____-. ,,.____

CJCO

CL

ML tcCL

aCOz:CO

i

zoH1-

UlUl

FIELDNOTES

Fill

Refused to splitspoon at 18 inches.Convert toaugering. Mildreaction to acidAlluvium



^Woodward-Clyde Consultants licSCj¥{fh Q o n Figure NO. A-3Mnuuuoou

BORING LOG BORING SB91-04 |pT?mrr-T WAME CAR Ratterv Cn Treatahilitv Stndv QWE-.TTT 1 ~r 1 1PROJECT LOCATION Richmond, VA „.,.,,,...._. , „„ ,.,.., PROJECT NO 89M1 14K 1 1LOGGED BY ^ Mnrrissftttft PRTTJrFT* PY Relpar Fnvirnnmfir|fa| TASK Nn ^ ISURFACE ELEVATION NM F.T.RVATTON DATUM I>ATF. 5/14/91 IWATER ENTRY PF.PTH NONF. FKKT ATP 2 HIT Ack«r ADQ JW ATER SURFACE DEPTH NT> FT 24 hrS AD ?_.... .. . METHOD " §,2?" H$A ^

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t

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_

5-

-

~

10-

-

-

15-

20-

25-

SiWLE

UlCL

ÛJ

*

Ulo

feHto

DESCRIPTION

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_ SAND

Firm to stiff, light orange -brown, low- to medium plastic Clayey SILT to Silty -CLAY, moist with trace very fine

- SAND

-

-

-

- - —

- -

-

oCO

SM

ML

ML

ML t(CL

'

oCD

to

//,//,

//.

%

•••••

O

UJUJ

FIELDNOTES

Fill

FillVery rough drillingfrom 0.5 to 2,5 ftFill

Slight reaction toacid

Alluvium

Bottom of boring 1at 9.0 feet \1Note: Boring 1logged off ofcuttings

•»fWoodward-Clyde Consultants S ITn o o i Figure No. A-4

•* J 1 fi B I I J l l ^ ^ l

PROJECT NPROJECT LLOGGED B1SURF ACE EWATER EN1WATER SU1

^

o-

10-

15-

20-

25-

BORING LOGAME ^ '*• R Battftrv Cn Trftfltnhilifv SttiHvOCATIfLEVA!rRYDlIF ACE

r>N Rirhmnnd, VAS Mnrrimftttfi DRILLED FY Rfilpar Fnvirnnmftnfa!ION NM RriRYATTATJDAT^TMBPTH .N NF- »«nr ATT\ SDBPT!

SAMPLE

§RECOVERY

RESISTANCE

i Nn fr 24 hrs~.,.AD *

DESCRIPTION

Loose, light tan to light brown and __\ gray, non-plastic very Sandy SILT, fary -With crushed rock and trace batter\chips, limey /^ L- -*"V Loose, to medium dense, medium i ——\orange-brown, very fine to fine grained,"\poorly graded Silty SAND, damp /Stiff, light orange-brown, low tomedium plastic Clayey SILT or SiltyCLAY, moist with trace very fineSAND

u(O

VfT.SM

ML t(CL

| SYMBOL

\

•

| BORING SB91-05SKEE1PROJETASKDATE.RIGMETH

I

„ 1 of 1jiiijn ff\ fiOfUf 1 1 j41fT f

NO ..3,S/14/01

A**tf(»r A HO™ 8.25" HSA

FIELDNOTES

FillFillRough drilling from0.5 to 2.5 feetAlluvium



^Woodward-Clyde Consultants WCCCRBAT Figure No. A-S^ flR000332

PROJECT NPROJECT LLOGGED B'SURFACE EWATER ENWATER SU

*t-*

5-

10-

15-

20-

25-

BORING LOGAlulg PAR Bnttftrv Tn_ Trftfltahilitv Sturiv0CATIIf ———LEVA1TRYDRFACE

ftfl Richmnnrt, VAR MnrriMftttft P»"T,F!I>FY R*»|pf)r Environmental

pinf! MM WT.HVATinW HATITU

RPTH NONE— FEET ATD zDEPTH ND pr 24_hrS —— An X

SAMPLE

ui

RECOVERY

J- DESCRIPTIONo(0

Loose to medium dense, light and dark |ML t<. brown, non-plastic Sandy SILT to Silty -I SM-. SAND, dry with very fine SAND and- —-\80% to 90% battery casings from O.J to -\I.S feet /• Loose to medium dense, medium\ brown, fine-grained, poorly graded/u \5ilty SAND, damp /_ Stiff, light orange-brown, low tomedium plastic Clayey SILT or Silty

. CLAY, moist with some very fineSAND

SM

ML t(CL

SYMBOL

1

\

-

| BORING SB91-063HEE1PROJITASKDATER1Q

r t « / iJCTNO —— 89MI I4K 1Nft ___ J*_

S/14/01Arlr^r ADQ

METHOD 8.25" HSA \

I FIELDNOTES

Fill

Fill

Alluvium



\

f

•*

r}Woodward-C!yde Consultants wcCD 0 Flgur* No* A'6

BORING LOG BORING SB91-07PROJECT NAME C. ft. ~R "Raffftrv Cn Trftatahilitv Sfiidy FHF,RT 1 nf 'PROJECT LOCATION Richmond, VA ...... ... pp/v^T Nrt 8QMI14K"!T.oiifiEP RY S- Mnrrissfittft pRTTTPP PY Relpar Fiwirnnmenfal TAFKWrt ^BtmiP^rtTI'U'T.RVATTftW NM PT.TT.V ATTOW H ATTTM r>ATR 5 / 1 4 /Q I

WATER KNTRY PRPTTT NONE FRET ATP ^ - --- RTCJ Ackftr AD9WATER fiTmPACRDF.PTH MD pr 24 hfS AP T MF,TW<">P 8.25" HS A

4-

X-o.UJa

o-_

-

-_

5-

-

-

_

10-

15-

20-

25-

SAMPLE

Ula.i-

S—cc:UlooUJce

UJoz<E1-coHCOUJK

DESCRIPTION

Loose to medium dense, light brown to- gray, non-plastic Sandy SILT, dry with -

firotfVi l*\ci f'jt'Af /' fôcinoc

~ Soft, medium gray, slightly ClayeySILT, moist with fine to coarse SAND_ . - — - - - --- - i.

_ Stiff, light orange-brown, low tomedium plastic, Clayey SILT to Silty

— CLAY, moist with some very fine -SAND :

-

- - - - - - - - - - - - - -

.

. . . . _ . . . ...

- --.

__- , — ... — ._._.._...._ . =,=- = - --

- - - - - -

oCO

ML

ML

ML tcCL

1oCOz:CO

//,//// /

^ ^

o1-<LUJ_JUJ

FIELDNOTES

Fill

FillRough drilling from2.5 to 3.5 feetAlluvium

Bottom of boring at5.0 feet


Woodward-Clyde Consultants $&cf?WfiQ Q i. Figure NO. A-?M h U U U O O H

BORING LOG | BORING SB91-08 |pftOTETNAMF r & R Ratterv To. Trftntahilifv KhiHv gwwp/r 1 ~* I 1PROJECT LOCATION Richmond, VA PROTF-T N0 RQM114K1 JLOGGED RY ^ Morrissftttft , pPTT.T.p,p py Rplpar F.nvirnnmfinfal TASK N" ^ 13 URFAOF, ELEVATTON NM ET.EVATTON T> ATTTM D ATF, 5/ 1 4/9 1 IWATFR ENTRY HF.PTH NONF, FEET ATD 5? --- RTn Ackftr AD9 llWATER RTFRFACE DRPTH.ND , FT 2^ hr? Af> X METHOD., „,,.,. Si S" HSA »

*

H-

fUJa

0-_

-

-

-

-

_

10-

15-

20"

25-

SAMPLE

Ula.v-

>-

>yUJa:

Ulo

1 tlce

DESCRIPTION

Loose to medium dense, light brown tomedium brown, fine-grained, poorlygraded Silty SAND, dry with somey* * «ir»t* A*-3 r-r\f+lr *irty4 t .n***»»-iF / ^ &ir\rt ^W*+^*«

Stiff, light orange-brown, low tomedium plastic Clayey SILT to SiltyCLAY, moist with some veryfine-grained SAND

-

-_

_

- . . . . _

- - -

-

uCO=>

SM toSP

ML tcCL

om0?

f /

'X/

%

•••

zHt-<LUl_lUl

FIELDNOTES

Fill

Rough drilling from1.0 to 2.0 feetAlluvium



'

^Woodward-Clyde Consultants f"6cffg o o c F"»g«« No. A-8

BORING LOG j BORING SB91-09PRrtJET NAME r *. R Rfltterv C.n. Trearahility Study QWRTT.T 1 «f 1PROJECT LOrATI^N Richmond, VA ...... onn.iRrT MA ftQMI14KlLOGGED BY S. Morrissette nTJTr.T.Trrn py Bfilpar Fnvironmftntfll T*SK wn ÔTTOITA,-T?l?riP.VATmhJ NM HT.lEVA'PinM n ATITM F1ATR 5/14/91

WATER ENTRY DEPTH NONF. FEETATP E .;-.._ _ RTr- Aclcer ADQWATER SURFACE DEPTH ND FT "24 hr? AP x , METHOD 8,2?" USA

4-

X ;Q_Ula

o-_

-

-

~

5-

-

_

10-

15-

20-

25-

SAMPLE

UJQ_t-

£UlOCJUJa:

UJ(j<E1-cnHCOUJ

DESCRIPTION

Loose to medium dense, light tomedium brown, fine-grained, poorlygraded Silty SAND, dry with somert ••-*•» jili art *-f\f*lj' nrtrt st-ritf tiasl lirt£**iw»T7

casing chips . -_.= / ...Stiffriight orange-brown, low tomedium plastic Clayey SILT to. Silty..CLAY, moist with some very finegrained SAND and Gravel

= • . . .

..___.. . .. ;

_ _

- - ... ...

.... . ...

.._.._.. . . ...... .... . ..

. . . .

CJcn

SM._

ML tcCL

.

Ocaz:cn

^'////,'//

H|Bfl||

•z.o<cUl-JUI

FIELDNOTES

Fill

Rough drilling from1.5 to 2.0 feetAlluvium

Bottom of boringat S fl ff*t*t


^Woodward-Clyde Consultants a pc8c fo o c Fisure No- A'9flR000336

PROJECT LLOGGED ITSURF ACE EWATER ENWATER SU1

*4-

io-

10-

15-

20-

25-

BORING LOGAj E r & R Rstterv Co Treatahilitv StiidvOCATIfI VAlTRYDtFACB

rvy Richmond, VAS. Morr;«Htft pRTTrT-*1-™ **Y Relpar Fnvirnnr•rnr? NM ET.EVATTON PATTTMgpTH JvJOMF TPTSTVT ATTI 2DEPTI

SftttPLE

H

*

8Ul

RESISTANCE

1 ND IST 24 hrs Afi i_ . _

DESCRIPTION

Loose, light tan, fine-grained, poorly. graded Silty SAND, dry with some .\crushed rock and crushed batteries/

_"i Medium dense, dark brown, /\ fine-grained, poorly graded Silty /" \SAND, damp with crushed rock and\battery casing chips /\Mediura brown, fine-grained, poorly\graded slightly Silty SAND, damp /Stiff, light orange-brown, low to

- medium plastic Clayey SILT to" SiltyCLAY, moist with some fine SAND

nental

CJcn

SM

SM

SM

ML tcCL

oCO

cn

k

^ m

I BORING SB91-10

SHEET

TASKDATE , . _

1 of 1r!TMr> RQM114K1NO 3

5/14/QfuTr- Ackftr ADQ iMETHOD 82S" HSA j

ELEUATION

FIELDNOTES

Fill

FillRough drilling from1.0 to 2.0 feetFill

Alluvium


Note: Boringlogged off of Icuttings 11

Woodward-Clyde Consultants jSWfh 007 F»EU« No. A-IOM I \ v J U U O O /

BORING LOG j BORING SB91-11ppoiprr NAMF, CAT? Rattfirv Cn. TreafaHilitv Stiidv SITP.P-.T 1 „*• IDwmwrjr rnr-ATTnw Richmond. YA ..... ... . PWOJRITP wn KQMM4K1LOGGED BY S. Morrissefte mm.T.pp BY Rfilpflr F.nvironmflnta) TI*SK-W" 3SURFACE ELEVATION NM F.T.F.VATTnpj pATTTM HATR 5/I4/Q1WATER ENTRY DEPTH NONE FEF.T ATD 2 , RIG Afikftf AD9W^TER fliipwAr-u-pppTH .0 VT 24 hrS An I MKTiinn 8.25" HS A

•t- --

X -CLUJO

o-

-

-

-

-

_

10-

15-

20

25-

SAMPLE

UlCL

t-

--

>UUJI>oCJUlcc

STANCE

HO)UJcc

DESCRIPTION

Loose, light tan, fine to medium-. grained, poorly graded Silty SAND, ydry\ with some crushed rock and battery/- \casing chips /

- • • - i * - i i" t\ Medium dense, medium brown, /~\fine-grained, poorly graded Silty /ÂND, damp • /Stiff, light orange-brown, low tomedium plastic Clayey SILT to SiltyCLAY, moist with some fine-grained. SAND

_ . . = - . . . , , - „ .

... . - . . . = - .- - — _

.

__. ... ..— —

— ---— , --- --- --. - - — --- - - - - - - —

_

uCOZ)

SM

SM

ML tcCT

_JoGQz:>CO

\V.

imiiiiiiiiH

•z.oHt—<E

UI_lUJ

FIELDNOTES

FillRough drilling to 1ft.Fill

Âlluvium



^Woodward-Clyde Consultants WCCCRBAT H No> A.nflR000338

BORING LOG j BORING SB91-12PROJECT NAMF C & R Barffirv Co. Trwitnhilitv Stndv cwiawr 1 nf 1PROJECT LOCATION Richmnnd, VA PROWT W* 89M114KILOGGED RY ^r Morrissftttft PRTT.T.KP FY , ft1pRr Kpvirnnmftntal TASK NO ^ 1SURFACE Et,BVATT"M NM BT.F.V ATTnw n ATITW nATR 5/I4/QI 1WATER F.NTRY DEPTH NONE „ FKKT ATD n - - RT^ Acker ADQ UWATER SURFACE DEPTH ND FT 24 hr? AD Z METHOD 8.25" HS A jl

4-

X

\M^

o--

™

_

10-

15-

20-

25-

SAMPLE

>-h-

%•

gooUJo:

UJo<c1—COUIo:

DESCRIPTION

Loose, light brown, non-plastic Sandy^ SILT, dry with some crushed rock and —\battery casing chips /.

~v Medium dense, light gray, fine grained,\poody graded Silty SAND, moist /

~\ Medium dense, dark gray, fine-grai/ied,\pnnrly graded SAND, damp, mpfnlljfr\ \sheen / /\e ———————————————————— '/-\Medium dense, light orange-brownJ\fine-grained, poorly graded slightly

- ilty SAND, damp /_ Stiff, light orange-brown, low tomedium plastic Clayey SILT to Silty

_ CLAY, moist with some fine-grainedSAND and Gravel

-

-

- -

- - -

- -

_

CJCD

SM

SM

SP

SM

ML tcCL

•

_lOCDE:w

//<f f .

^ H

O

<cLJ-JUJ

FIELDNOTES

FillFillSRAFillFill<\T? ARough drilling at

Alluvium



SRA = Slightreaction to acid

Woodward-Clyde Consultants p n o:o Figure No- A"12

PROJECT NPROJECT L

WATER SU*

4-H-

X1-Q.LUO

o-

5-

10-

15-

20-

25-

AMEOCATI/LEVAITRYDEtFACE

BORING LOGC & R Ratferv Co. TreafaHilifv "Sfndv

ntf Richmond, VA . .. . _ .„..S MorrissettP, T>FTTrT,EP RY Bfilpar F.nvironr

'TAV NM RTF.VATtnMnATTTvr

EPTH NONF PP.RT ATFI SZ ,'--DEPT1

SAMPLE

UJQ-f-

-

RECOVERY

RESISTANCE

4 ND VT 24 hr§ AD Y~

DESCRIPTION

Light tan, non-plastic Sandy SILT, dry, with some crushed rock and battery.\casing chips /.\ Medium dense, medium brown, /\fine-grained, poorly graded Silty /' \SAND, damp /_ Stiff, light orange-brown, low tomedium plastic Clayey SILT to SiltyCLAY, moist with some fine grainedSAND and Gravel

IgntaJL

ocnZ)

ML

SM

ML tcCL

-

SYMBOL

k

y/,

w

| BORING SB91-13SHEETPROJE

METH

ELEVATION

1 rf 1.r-T,™ 8QM1I4K1NO 3

S/14/QIAckfM- AO9

nn 8.25" HSA

FIELDNOTES

FillRough drilling to1.0 footFillAlluvium



^Woodward-Clyde Consultants VfCC<f A?\ n n o i, n Fisure No- A~13

BORING LOG BORING SB91-14 |PROJECT NAME r & R Ratterv To. Treatahilitv Stmlv SHBRT 1 «f 1 1pjlrnEi~ri1rw'ATTnv Rirtimnnd, VA Ppn.Tp.r-.Twn 89M1 14JC1 1LOGGED BY S. Morri«:«:fitfft nPTTTrEP BY Rftlpar Fnvirnnmftntal TA^KN1"1 ^ 1GtroiTArTO PT.wvATTrtW NM ir.T.RVATTr»N nATTtvr nAT-p. 5/14/<?f IWATER ENTRY DKPTH NONE FKFIT ATT) 2 - RfG . Acker ADQ !•WATfiR ftrrRFAnKnuwrt NO FT ^4 hrS ^p I xxp.THnn 8.25" HS A ^

«*-

X

&oo-

-

-_

5-_

_

10-

15-

20-

25-

SA PLE

1 IQ-

iiioSISTAN

yD;

DESCRIPTION

Loose, light tan, non-plastic Sandy. SILT, dry with some crushed rock and\battery casing chips /~ Medium dense, dark brown,fine-grained, poorly graded Silty

" SAND, damp with some crushed\ battery casings I"\With crushed rock /Stiff, light orange-brown, low tomedium plastic Clayey SILT to Silty

- CLAY, moist with some fine grainedSand and Gravel

.

.. ... ._... . _ -

-

- -

-

CJCO

ML

SM

ML t(PT

_!OCQz:CO

%.VV

imiiiiiiiH

zo<EUJLLl

FIELDNOTES

Fill

Fill

Rough drilling at3.0 feetAlluvium



Woodward-Clyde Consultants Tft0 !] 3 L I Figure N°* A"14

PROJECT NPROJECT LLOGGED BSURFACE EWATER ENWATER SU

*-i-

Xa.UIo

o-

-

5-

10-

15-

20-

25-

BORING LOG^MB C. ftf R Battftrv Co YreatahHrtv SfurtvOCATlV.LEVA'STRYDRFACE

nN Richmond, VA . .-.....,.,.S Mnrrissefte . npTf.r.jm py Relpar F.nvironmenfnl

"TON NM RT,F,VATTONDATITMRPTH NONE FTr.rcT AT*hr 2 -- -DEPTJ

SAMPLE

UJD-f-

RECOVERY

RESISTANCE

, ND FT 24 hrs AP i

DESCRIPTION

Loose to medium dense, light tan,. non-plastic Sandy SILT, dry with same\crushed rock and battery casing chjps~ Firm, light brown, low to medium\plastic very Silty CLAY, moist /Soft, gray, low to medium plastic verySilty rT,AY, moist with trace crushed

\rock and battery casing chips /• AJ* •Stiff, light orange-brown, low to

medium plastic Clayey SILT to1 Silty~ CLAY, moist with some fine Sand and ~Gravel

— -

-

_. .,_.,-..„.,,,—-_--,. ._- -,,.-,-- =^,,-__ _

oCOZ)

ML

CL

CL

ML tcCL

SYMBOL

%

•MM

j BORING SB91-15-SHEETPROJETASKDATERIGMETH

ELEVATION

1 of 1.ryrwn 8QM1I4K1

5/I4/Q1Acker A TV)

nn 8.25" HSA

FIELDNOTES

Fill

Fill

FillRough drilling at3.0 to 3.5 feetAlluvium



(Woodward-Clyde Consultants n°nFnJrro t n Fisure No- A~15

PROJECT NPROJECT L

WATER ENWATER SXJ]

*4-*»-

E

o-

10-

15-

20-

25-

BORING LOGA>^ C # R Rarcerv Co. Treatahilitv SfnrivOCATIfLEVA!rRYDltPACE

^jj RrchmondT VA

TrtM NM P.T.P.VATinM HATTTM

3PTS Nf NF TPBITUT ATF» SZDEPTI

SAMPLE

l 1CC RE

SISTANCE

^ NO PT 24 hrs AD x—

DESCRIPTION

Medium dense, medium greenish-gray,_ fine-grained, poorly graded SiltySAND, dry to damp

- With trace crushed rock- Stiff, light orange-brown, low tomedium plastic Clayey SILT to Silty

_ CLAY, moist with some fine-grainedSand and Gravel

— - —

CJCO

SM

ML tcCL

•

oCO

CO

i

imiiiiiiH

BORING SB91-16 1SHEE1PROJE

' 1 of 1 |rrrwn 8QMI14FC1 Iwn 3 1

HATP. 5/14/91 1RIO Artfftr ATO M

ELEVATION

™ 8.25" HSA V—————————————

FIELDNOTES

Fill

Rough drilling at2.0 feet

Alluvium


Note: Boringlogged off of 1cuttings I1

Woodward-Clyde Consultants^ n n0 1? , Q" Figure No. A-16


-i-

•.X -J-Q.UJa

o-

5-

10-

15-

20-

25-

BORING LOGAME C. 8z. R Rfltterv On Trf-atnhififv Sfnrfv

OCATIy

LEVA!TRYDRFACE

nv Rirhmond, VA . .-S: Morrissftlte pR j.ir.n RY Rslpar F.nvirnnrTON" NM -ELEVATTONPATUMBPTH NONF. nraT ATH 2DEPT1

SAMPLE

UIa_i-

RECOVERY

RESISTANCE

H- ND .FT 24 hrs Ap i

DESCRIPTION

Loose, light tan, fine-grained, poorly-. graded Silty SAND, dry, with some .\crushed rock and battery chips /

-\ Medium dense, hghi gray, fine-grained,\poorly graded Silty SAND, darhp /

"A Medium dense, dark reddish-gray, /_ \fine-grained, poorly graded Silty /\SAND, damp _ /

tStiff, light orange-brown, low to .medium plastic Clayey SILT or Silty

~ CLAY, moist with some fine grainedSAND and Gravel

nen.tal

OCO13

SM

SM

SM

ML tcCL

SYMBOL

'//,

•HHH

BORING SB91-17

SHEETPROJE

RIGMETH

ELEVATION

•* t ~f }'.ryrMn J?QMII4K:i

S/I4/Q!Ackp-r ADQ

nn 8.25" HSA

FIELDNOTES

FillRough drilling to 1footFillFill

Alluvium

• Bottom of boringat 5.0 feet


^Woodward-Clyde Consultant^ 0< AT Fig"re No- A-17

BORING LOG BORING SB91-18pp^TprrrwAx/w C. & R Rattery Co. Treafahilifv Study CWRRT 1 «f 1por.Tcv~prrv.TTnw Richmrmd7VA ppnjRrrrvn S9M114KITrnn F,ri nv S. Morri«Ptt« nRir.T.tfn RV Bftlpar F.nvimnmentnl -r/isirNn 3 1SURFACE ELEVATION NM RT.F.VATTnw n ATIIXJ nATP. 5/14/91 1WATER ENTRY DEPTH NONE FF,RT ATT) 2 RTO Ackftr AO9 JWATER STTRFAC1S DEPTH ND FT 24 JlfS AD * - - MRtHOP $,2?" H§A \

••t-H-

Id

o-

-

-

5-

_

.

10-

15-

20-

25-

SAMPLE

UIo_>-t- ECOVERY

ce

in

SISTANC

UIo:

DESCRIPTION

Loose, light brown, fine-grained, poorly. graded Sandy STT.T, dry with som,e ,\crushed rock and battery casing chjpsMedium dense, light gray, very fine

~\ grained, poorly graded Silty SAND, f ———\damp /Medium dense, medium brown, _____

\ fine-grained, poorly graded Silty /\SAND, damp /Stiff, light orange-brown, low to

~ medium plastic Clayey SILT to SiltyCLAY, moist with some fine Sand and

~ Gravel_.

-

- - - -

- -

-

atoID

ML

SM

SM

ML tcCL

-----

_loCD£:CO

y/,//;

_ - _H

•z,.

ELEVATI FIELD

NOTES

FillRough drilling to 2ft.FinFill

Alluvium



^Woodward-Clyde Consultants nw c°c?BAT Fig»« NO. A-ISflROOU3U5

BORING LOG 1 BORING SB91-19PROJECT NAMF CAR Battery Co. TrffStah'ilitv Sfndv CW^WT / ~r /PROJECTLOÂTK^N Richmond, VA Ppn.Tp.nTNn 89M114K1LODGED BY S. Mnrris?w»ttp; PRTT,T,Rn PY Rfilpar Environmental- TA«K Nrt ^5TTRFArE ELF.VATKW NM pr.F.VA Tnw PAT"M TIATT?. S/14/Q1WATER ENTRY PF.PTff NONF, FEET ATP s i RTG Aokftf AD9WATFR PTTP.FA.CRPRPTH ND pT 24 hr? AP T ; ^ MKTH^T) ?r25" HSA

*

H-

*

CLUJa

0-_

;

-_

10-

15-

20-

25-

SAMPLE

LUa.i-

QZUIOCJUJcc

IUCJ2<cCOHCOLUCU

DESCRIPTION

T,nose, light tRn, non-plastic Sandy-\SILT, dry, with some crushed rock and -\battery casing chips . /

" Medium dense, medium gray,\ fine-grained, poorly graded-Silty /"\SAND, damp with trace crushed rock\and battery casing chips ' /Stiff, light orange-brown, low tomedium plastic Clayey SILT to SiltyCLAY, moist with some fine Sand

-- — - - _ . . _ . - . _

- - - - -

-

_

- -.——..- - .-• ---•-•-. .-=-=-^- =.---=.

. . . . . . .

CJCO

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. .

_iotn>-CO

y/%

^ •i

zoH1-

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FTP! DNOTES

Fill

FillRough drilling at2.0 feetAlluvium



^Woodward-Clyde Consultants 7 ^ . Fig«« No. A-19

PROJECT NPROJECT LLOGGED B"SURFACE EWATER EN1WATER SU]

*

1Q-

-

5-

10-

15-

20-

25-

BORING LOG^re r # R Rattflrv Cn TreafahiHtv SrudvOCATIf ————LEVA!TRYD3•tFACE

r\w Rlrhmond, VAS MrvrrkiPttft PRTT.TrEP BY Rplpar KnvironmftnfalION NM KT.F.VATTON PATTIMSPTH JÔNF •PP.ICT ATn 2DEPTI

3AHPLE

tuCL1-

u

RECOVERY

24/24

RESISTANCE

P

j MH T?T 24 hrs >p ?

DESCRIPTION

Medium dense, grayish- brown,_ fine-grained, poorly graded Silty , ———\ SAND, dry with some crushed rocly- \and- battery casing chips /Stiff, light orange-brown, low to

" medium plastic Clayey SILT to SiltyCLAY, moist with some fine Sand andGravel

_ ... _ . . . . . . _

CJCO=3

SM

ML t<CL

SYMBOL

1

HUM!

j BORING SB91-20SHEETBROJE.TASKDATERIGMETH

ELEVfiTION

1 nf 1rf-rwr, RQM114K1NO 3 1

5/14/91 IArkpr AF1Q m

8.25" HSA ^

FIELDNOTES

Fill

Alluvium


.

Woodward-Clyde Consultants WCCCRBAT Figure No. A-20

_P RXJ J Jbft/i _/PROJECT L

SURFACE EWATER ENWATER SU]

D_LUa

o-

-

5-

10-

15-

20-

25-

AMEO.CATIfLEVA!TRYD1FACE

BORING LOGCAR Knfferv Cn. Trftafahilitv Sniriv

nw Richmond, VA .. ..S. Mnrrk^ftftP PRTTrFrRP PY Bftlpar FnvirnnmRnfalHON NM F,LF,VATTON P ATTTMEPTH .NONE __ FRRT ATP 2 - - \

DEPTI

S AMPLE

LUCLI-

u

RECOVERY

16/18

RESISTANCE

P

^ xrn t-r 24 hrs AO * :~

DESCRIPTION

Loose to medium dense, light brown,T^-ttrv fin*» tn fitiA orainf»r1 nnnrlv arnHpH

\Silty SAND, dry with some crushed/- \rock and battery casing chips . /Stiff, light orange-brown, low tomedium plastic Clayey SILT to SiltyCLAY, moist with some fine Sand andGravel

- --- - - --- ...

_ . . ._. .... . __,_._ .... _._. - -^ .-.. . — _.

CJCO

SM

ML tcCL

SYMBOL

$i

•M-l

BORING SB91-21

SHEETPROJETASKDATE

METH

ELEVATION

1 of In/rwn 8QM1I4K1MO 3

S/14/Q1Anker AD9

rtn 8.25" HSA

FIELDNOTES

Fill

Alluvium •

Sampler metrefusal at 4.5 feet


^Woodward-Clyde Consultants^ ffffWffi! L p Fis«« NO. A-21

BORING LOG BORING SB91-22 |PROJECT NAME C. & R Rattprv Co. Treafahility Study SHFIKT ' rf 1 1PROJECT LO"ATIrtN Rirhmnnd.VA pRmivrr w« RQM1I4KTr/wjGED BY S. Morriwftttft PPILLP™ RV Relpar Environmental TASK'N'"* ^SURFACE ELEVATION NM ET.F.VATTON' O ATTTM PATK 5/14/91 1WATER ENTRY DEPTH NONF. FF.F.T ATD ? RIO Ackftr AD9 JjWATER StmFACE DEPTH ND FT ,24 hr? ftf) ¥ MF.THOP Sf25" HSA ^

•*-**-•,

LJ

o-_

5-

-

10-

15-

20-

25-

SAMPLE

LUCLi-

u

1RHIcr

22/24

UJz.

COLU_£

P

DESCRIPTION

Loose and medium dense, dark andmedium gray and light orange-brown, _fine to coarse grained, well graded SiltyV A MI"\ X n TV* ••*

Firm and stiff, light orange-brown,with gray mottling, low to mediumplastic Clayey SILT, moist with somevery fine Sand and roots

_

-

_ _

_ .. _

.

oCO=3

SM

SM

,_..

o1CO

'1fij

%

••••1

z.oH<nLU_JLlJ

FIELDNOTES

Fill

Alluvium


1

Woodward-Clyde Consultants. SPS ?, n Figure No. A-22

BORING LOG | BORING SB91-23PROJF.OT NAMFr f* & R RattRry Crs/'TreataliiHtv Shirty pwwj5»r [ Af rPROJECT LOCATION Richmond, VA . pRrt.TP.r-T N" RQM114K1I/V3<3RP PY S. Mnrrtssftfffi ri»rTT.^nRv Ftelpar Fnvirnn mental TAQW wn ^SURFACE ELEVATION NM KT,F,Vi'T'TflN P AT^TM PATE S/7.1/Q1WATER ENTRY DEPTH NONF, FEET ATD 2 - r " " FK? AckflF AD9WATER SURFACE PEPTH ND FT 2 hr$ AD x - METHOD 8,2$" H$A

*

XI—Q_LUo

0-

-

5-

-

10-

15-

20-

25-

SAMPLE

LUQ_

S

S

U

S

ct;LUooUJ

20/24

21/24

22/24

23/24

LUCJ<ECOHCOLUQ.

23344657P

518191 Q

DESCRIPTION

Stiff, light farown to gray, low tomedium plastic very Clayey SILT to-, Silty CLAY, moist with some SAND ———-\ and crushed battery casings, crushea\rock /

~ Firm, orange-brown and brown, low to\ medium plastic clayey SJ.JL, l to, Silty/\CLAY, moist with layer of black, /\crushed rock at 3 to 3.3 ft. /Firm to stiff, light orange-brown, low

_ to medium plastic Clayey SILT, to Silty -CLAY, moist, with some fine SAND

- and Gravel

: ~ - .j.

•- - -

- ----- ----- ----- - — -- --- - - - -

__ . -.=_ . _ ._ - _— .-- .=— -^ _-. _

............ _.=..

uCO

ML tcCL

ML tcCL

ML tcPT

_JoCO

CO

I//'//

•M_M

owt-<ELULU

FIELDNOTES

Fill

Fill

Alluvium


^Woodward-Clyde Consultants. oV Figure No* A"23

BORING LOG BORING SB91-24PROTFTTNAMR C7 & R Ratterv Co. Trfia'ta h 1 1 1 rv Stndv OTTP.RT 1 *t 1PROJECT LOCATION Richmond, VA ...__ pT?njp.r:T wr> 80M1 14K1T.ocnRP BY S- Morrissftttft PPTLLEH PY .Belpar Fnvironm^ntal TASK tin 3 IOTTD A "O1 *C*T T?t7 A *T*T/ \T i^ i\fl TI*T 1?\/ A T Tr M T^ A *T"TT\*f T\ A 'PI? ^/Vi/*Jl 1

WATBH ENTRY PEPTH NON^R FEET ATP H PTG Ackftf AD9 JjWATER SURFACE DEPTH ND FT 2 hr$ ^P x MF.THOP §,2?" H§A 1

•4-H-

_c

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10-

15-

20-

25-

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S

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S

ooLUCC

13/24

19/24

19/24

24/24

LUO•z.

tofflo:45652336P

714159?

DESCRIPTION

Loose, brown and gray, low to mediumplastic Clayey SILT to Sandy SILT,damp with some crushed batteries and

- crushed rockWith light gray crushed rock and sand.

\wet from 2.5 to 3.0 /- Stiff, light orange-brown, low tomedium plastic Clayey SILT to Silty

— CLAY, moist with some fine SANDand Gravel

_ _

-

. .

- -

- -

-

oCO

ML

ML tcCL

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yy///,//,////.

^ H

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FIELDNOTES

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Alluvium

Bottom of boring at)8.0 feet 1

1Woodward-Clyde Consultants wcc]f£AT n n o c . Figure,NO. A-24A n U UU o DI

BORING LOG 1 BORING SB91-25FTt< ;rR T> MF, <"?•& R Rntterv Cn. TffeatflhiTiTv Study fww-r 1 ^ 1PRnjE^T T/ ATI<->N Richmond, VA . ...._... pprvrfarvr ivn 89M114K1I.n/sssT9>i> pv S. Mnrrissfittfi noir.T.p.n ny R^lpar F.nvirnnmental TARH- Mr» 1STTRFAOE ELEVATION NM pj/RVATT'™ HATTTM DATP. 5/71/91WATER ENTFYPFrPT" NONF vmvr ATD 2 v v - - RTr, Ark*»r AHQWATER SURFAOEOKPTH ND FT 2 hrs Ap I . E. . _ . . . - - METHOD ?.25" HSA

*

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0-

-

10-

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20-

25-

SAMPLE

LUQ-h-

s

S

u

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22/24

20/24

19/24

LUCJZ<c1-coHCOLUce4213227

2567

P

DESCRIPTION

Dense, tan, non-plastic Sandy SILT,- dry with trace crushed battery casingsand Gravel, roots : . ———

f - - - , 7^~ Stiff, dark brown, low plastic ClayeySILT, damp with trace battery chips\and crushed rock /

_ Firm, light orange-brown and gray, low _to medium plastic Clayey SILT to SiltyCLAY, wet with some fine Sand andGravelBecomes firm to stiff

- - _

"

_.. _. ._,__.- ... ...———, — -— . ._

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*


^Woodward-Clyde Consultants WCCCRBAT Figure No A.25flR000352

PROJECT NPROJECT LLOGGED B"SURFACE EWATER ENWATER SU

«t-

_cEhao-

10-

15-

20-

25-

BORING LOGJU4E r & R Rattftrv Cn TrpntahUitv StnrivOCATTfLEVA'1TRYD3RFACE

nw Richmond, VAS. Morrissftttft nRTT.T,p,p py Rfilpar FnvirnnmpntnlTrtw NM •p.T.ttVAT-Tr.y ATITMBPTH N^NF E-WP.T A-rn 2DEPTI

SAMPLE

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S

>-

cc:

22/24

24/24

RESISTANCE

15171415

58nre

r Nr> B-T 24 hrs~ AP i—

DESCRIPTION

Dense, light gray, fine-grained, poc.. graded SAND, damp with some-Xcnished rock and roots ," Stiff, light orange-brown, low tomedium plastic Silty CLAY, moist[ ome fine SAND /

_ iStiff, black, low plastic Silty CLA^^damp with crushed battery casings__ ^ ,,. , , BMedium dense, medium gray,fine-grained, poorly graded SAND,

- jmoist with some crushed rock

>rly

'(=with

>

-

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_ Clayey SILT, moist with some fineSand and Gravel

oCOZ3

SP

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SYMBOL

1

mtmm

1 BORING SB91-26 1SHEETPROJETASKDATE

1 of 1 Ir.Two 8QMII4K1NO 1

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ELEVATION

^n 8.25" HSA 1———— - ————————

FIELDNOTES

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1

•Woodward-Clyde Consultants wcs°jf (fnT] 3 t o F|sure No- A-26

BORING LOG BORING SB91-27PR^jEr-T NAME PAR Batterv Co. Treatarj'ilifv SMidv SHRRIT I ~f IPROTECTI/VATK>N Richmond, VA .._._ ..,,... opn.Tp.rT yn 8QM114TC1T_OT*EP BY S. Mnrrisfifiltfi fiPTT.r.Kp TVV Rplpar Fnvirnn^mftnl-al T>««" N^ ^CTTPPAr!WFT.WVATTnW NM tf T.F.V ATTHN D ATTFM DATW S/22/Q1

WATER ENTRY PEPTH NONE FERT ATT) ^ - Rin Ackftr AHOWATER SURFACE DEPTH ND FT 24 hr§ ^p I - , METHOP 8.25" HSA

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10-

15-

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25

Sf=iriPLE

ujQ.-t-

s

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21/24

18/24

LUU<cCOHCOUJQ.

25322115-

6121774

DESCRIPTION

Vfiry H .nsA darlc grqykh-hrnu/n-\ fine-grained, poorly graded SAND,/\damp with crushed rock /

• «.-* i t i » *Very stiff, dark gray and reddishbrown, low to medium plastic Clayey

- SILT to Silty CLAY, damp with some ~\5AINU, battery casing chips in upper trFirm to stiff, light orange-brown andgray, low to medium plastic Clayey _SILT to Silty CLAY, moist with some

_ fine Sand and Gravel

... _ . . - — .... _ ....

. . . . .

- - - -- - ------ - - - - - - - - - -

— - — -- --— -- -— - - — — -

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^Woodward-Clyde Consultants ^CCCRBAT Figure No A_27

BORING LOG | BORING SB91-28PROJECT NAMK C & "R Rntterv Cn. Trenfflhilify Study SHEET ' of IPROJECT LOCATION Richmond, VA ppn.n?r!Tf.n RQM1I4K1T/v R-r1 BY S. Morriswttft riwTT.T,fir> BY Rplpnr Environmental TAfiK y* 3 1SURFACE ELEVATION NM F!T,F,VATTON DATUM PATP, 5/72/9 1 LWATKR RNTRYT>fiPTH NONF. V.P.T -Tn 2 py« Acker A DQ MWATPR SURFACE T>BPTH ND FT 24 hrS AD x MF,THOT> 5,25" HS A 1

*

H-

X

Lua

o-

_

-

10-

15-

20-

25-

SAMPLE

UJ^

S

S

1Htilcc.

20/24

21/24

HI

<ctoCOUJa:14182218

46917

DESCRIPTION

Medium Hensft, gray, finft-gminAdj\ poorly graded SAND, damp with some -\crushed rock /

" Stiff, orange-brown, low to mediumplastic Silty CLAY with some

~ fine-grained SAND-

_ .

— - -— ----- - -

_ _ -

_ . . . ,-

-

oCO3

SPCL

oCQ

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I I

- -

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FIELDNOTES

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.

1Woodward-Clyde Consultants f n n n rr o c c Figure No- A'28

PROJECT NPROJECT LLOGGED BSURFACE £WATER ENWATER SU

*+-s- -•>XQ.LUa

o-

10-

15-

20-

25-

BORING LOGÊ C *. R Rattsrv Cn. TrfiafnriiTitv Stirdv

OCATIIfLEVA1TRY DRFACE

r\fq Richmond, VAS Morrissettft nnn-j.Rp pv Relpfir F.nvironmpntalnON NM F1,RVATTON PATTTMEPT" NONF. rir.Tr.T-ATn S " .. ;DEPT

SAMPLE

UJa.>-i-

S

S

RECOVERY

22/24

20/24

RESISTANCE

8111612

8111213

-i ND ?T 24 hrs ^p I""

DESCRIPTION

Medium dense, tan, non-plastic Sandy, SILT, dry with some fine SAND and- ——\trace battery chips , / ..

. — —Firm to stiff, orange-brown, low tomedium plastic Silty CLAY, moist withsome fine SAND

- Becomes brown and more Silty

-

— •- - --- . = - . - - _ _

uCO:_>

ML

CL

SYMBOL

m m

BORING SB91-29SHEETPROJETASKDATERIGMETH

1 .

ELEVATION

t of rwr*jrt S9M1I4K1M*-. ^

5/55/01Anker ADQ

on 8.25" HSA

FIELDNOTES

Fill

Alluvium


>Woodward-Clyde Consultants m "™c™ r r Figure NO. A-29flR000356

BORING LOG | BORING SB91-30PROJECT NAME C #. R Batterv Co. Treatahilifv Study . .smrar 1 „<• 1PROJECT LOCATION., . „ Richmond, VA PROJECT N<"» 8QM1 14K IT,n«TTRr> RY S. Mnrri«f»tte nprr.T.i?.n RY Bftlpar "Rnvirnnmftnfal TARK-N<-» 3 J^mFACRRT.RVATION NM RTrRVATKW P ATTTM T>ATF, <f/?2/9I LWATER FNTFYnKPTH NONE , FEET ATD 2 PTG Ackftr ADQ JWATER SURF ACE DEPTH Nn pr 24 hr5 AD x .. METRO" 8.25" HSA 1

4

4-«*-

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o-

5-

10-

15-

20-

25-

S IPLE

UI

i-

S

S*

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20/24

17/24

UJo<cCOHtoUIo:912125

1112

DESCRIPTION

Medium dense, gray, fine-grained,-, poorly graded SAND, damp with some —•Acrushed rock, turf on top / ———"\ Firm to stiff, light brown, low to /\medium plastic Clayey SILT to Silty\\CLAY, moist //\Crushed battery casings /i •* *-* i

Soft, gray, low to medium plastic SiltyCLAY, wet, with trace of fine Sandand Gravel

-

— - -- - -

_ . -

-

oCO

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PT

oCOE:cn

•^

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FIELDNOTES

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-

'fWoodward-Clyde Consultants . ^ _ _, FI«™ NO. A-SO

flRU00357

BORING LOG BORING SB91-31PROJECT WftMF, <"" # R Ratterv Ph Trpafartiliry Shidy CH-EIKT / ~f IpprtiF/yr-rnr-iTTrtpi Richmond, VA -.-.. pRO-TP.r-.TiMn 8QM114K1l,n r;En. PY S. Morrissf'ttp rmiT.l.F.n pv Rfclpar "pnvirnnmflntq) TAPKK''* ^prrppA^REI.RVATTrtN NM RT.F.VATrnw riATmj HATE- S/27./Q1WATER ENTRY DEPTH NONE FRET ATD 2 L - pifj Acker ATV5wA-rir.n RTTRVAriR np.P-TH ND PT 24 hrs An * MRTHnn 8.25" HSA

*

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o-_

-

10-

15-

20-

25-

SAMPLE

UlQ.1-

s

S

>-cc:LU_>oaUJQ£

18/24

19/24

Ulo<cCOHtoUltt

5322

25S

DESCRIPTION

. Medium dense, gray, fine-grained, '-\poorly graded SAND, dry with trace\GraveI and battery chips /.\crushed battery casings /

_ Firm to stiff, light orange-brown, low _to medium plastic, Clayey SILT to Silty

_ CLAY, moist with some fine Sand and _Gravel

_

_ - - - - - - . -_

_. _,.,-_. _.. ..... ..... ..=._.-_ .- .... .__-. ... ,-

- - - - - - - • • = - - - - - - - • - - • --=--- -

. . . . . . . . .....

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^Woodward-Clyde Consultants WCCCRBAT Figure No A_31flR000358

BORING LOG | BORING SB91-32PR^JEOTNAMR r & R Rattftrv Cn. TreatahUity Study CWTT.F.T 1 ~f 1PROJECT T.OOATTON ,.,.. RirnTTinnd1 VA PR'OJETNO. 89MI14K1LOOCF.F1 Pv s MorriwRftff ntm.T.Rn nv Bftlpar Fnvironmfinral T.ASK-NO 3 1flTJRFA'TE RT.lWATTfW NM F.T.FVATTOW TIATTTM nA-n?. S/75/Q1 1tir A 'i*_>1& ICI»T*| *L>A^ TM_*D*1*LJ ^^C J^^ F^ T.*T**Tn* A 1*1" J^ - O T "1 A f* K T* A TlQ ^^1

WATER SURFACE DEPTH NO FT 24 hr$ AD x - MF.TROD ?T25" HSA ^

«*-

H-

1o-

5-

-

10-

15-

20-

25-

SAflPLE

UI

S

S

ECQV'ERY

cc

17/24

19/24

L_J

SISTAiNC

UlCE:9111321

^1315

DESCRIPTION

_ 6-inches crushed rock and battery cjiipsFirm to stiff, light orange-brown, low "to medium plastic Clayey SILT to SiltyCLAY, damp with some fine Sand and "Gravel

Becomes more Sandy

-

-

— -..- m .....—

— -

r -

ocn_D

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————————

FIELDNOTES

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<

<Woodward-Clyde Consultants WCOORBAT Fi No. A.32

flR000359

BORING LOG BORING SB91-33pRnTE«TtiAMK r # R RattPry Pn Trftafahilitv Stnriv CWRRT I ^ 1PROJECT LOOATTON Richmond, VA pp n .nvrr N<-» 8QM114K"ft/v_r=rap PY S. Mnrrisseffe nprr.T.ttrt RV Relpar Fnvironmftnfjtl T-ARK-TJA ^STTRFACTE ET,EVATK*N NM p.T.TSVATTn] PATirM HATK 5/22/91WATER ENTBY DEPTH NONF- FEKT ATI) PT<? Ackfif AD9WATirTKJimPAPP. nRPTH NO PT 24hrS An * MP.Twnn 8,25" HS A

*

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0-

-

10-

15-

20-

25 —

SAMPLE

UlQ_

t-

s

S

COVERY

Ul_t:

24/24

22/24

UI

ISTANC

COUJ

9151821

48n1-4

DESCRIPTION

Stiff, light orange-brown, low to_ medium plastic Clayey SILT to SiltyCLAY, damp with some fine Sand and

- Gravel, 2" of fine Sand and roots ontop

_ . . _

-_.,= - -- _-=_.-.^==. -,-.- -. .-, -.--.,. -^

-

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FIELDNOTES

Alluvium


^Woodward-Clyde Consultants WCCCRBAT F!gure No. A_33fiR000360

BORING LOG BORING HA91-1PROJECT NAME C & R Rarfftrv Cn. Trftnfahility Stndv CTTWRT 1 ,.*• IPT»r,iwrrT.nrATTON Richmond. VA PROJECT wn 89MI14FC1LOT5EP BY ^- Mornswrtft ppTT.f.Tr.p RY Ralpar Fnvirnnmpnfal TAswwn 1CTTTMPAHW PT.F.VATmN NM T T.P.VATTrtM FIATTTM nATE 5/27./91

WATER E fTRY DEPTH NONE , . FEET ATI) 5 RT<; Hand ang^rWATER ffVRFArF-*™*PTH NT> p-p 24 hrS AP x - MP.THnn 8.25" HSA 1

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e ___

1U

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f~

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B

STANCE

HftUl_£

DESCRIPTION

Loose, orange-brown to brown,fine-grained poorly graded Silty SAND. .\dry with some battery chips /Crushed battery casings

_

_

_ . _

- - -

-

uto

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.

•

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FIELDNOTES

Fill

FillBottom of boringat 1.75 feet

Practical refusal tohand augering at1.75 feet

Woodward-Clyde Consultants WCCCRBAT Figure No A.34flR00036l


*-J-

Xh-Q_UJd

o-

c _

10-

15-

20-

25-

BORING LOGAj E r A R Ratterv Cn Trftatnhilitv RtnHvOCATIrLEVA!TRYDRFACE

r»]sf RlrhmnnH, VA ......S. Morri9i;ftrrf> PRTT.T^P PY Rftlpflr F.nvirnnmRntal

-TON NM ET.EVATTON P ATTTMRPTH NONE FEET ATD & :DEPTI

SAMPLE

Ulo_j-

RECOVERY

RESISTANCE

^r NH PT 24 hrs AF. I_ . .

DESCRIPTION

Loose, brown, fine-grained, poorly-, graded, silty SAND, dry with trace . ———\crushed battery casings /" Crushed battery casings

— ... .L.._ ..- _... ...... -_. . , -

- -- -

uCOZJ

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SYMBOL

••••

J BORING HA91-2

5HEET J -f IPROJETASKDATERIGMETH

ELEVATION

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rm 8.25" HSA

FIELDNOTES

FillFillBottom of boringat 1.25 feetPractical augerrefusal at 1.25 feet

^Woodward-Clyde Consultants WCCCRBAT Figure No. A-35~ ""- — ~ ————— -flRQQ0362

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Interval

Type andNumber

m

H

PROJECT NAME-PROJECT LOCATI

Arm IF APT ETKVAl

BORING LOGCAR Rattery To TrMtuhHifv Sfurfv

OV Richmond, VAS Morrissftftft rjpTTrT- P BY Rftlpnr EnvironmftntfllTrtw NM srwvA-rmw n*TinLT

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10-

15-

20-

25-

ir Aoa

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3-t—

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T ND PT 24 hrs AF> Y~

DESCRIPTION

Loose to medium dense, tan, non- plastic, Sandy SILT to Silty SAND, dry _

\iMfh cnmd \7&f\r rm*» tn Ttn_a QAWT*^ atiH

-\some crushed battery casings /Stiff, light orange-brown, low tomedium plastic Clayey SILT or SiltyCLAY with some fine SAND and traceGravel, moist

~

-

-

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-

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FIELDNOTES

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Alluvium


Note: Boringlogged off ofcuttings !

i

.

•»

^Woodward -Clyde Consultants n B t 7 t S""-* NO. A-I7 t/ t

BORING LOG BORING SB91-06PROJECT NAME r A R Battery OS: Tresitflhility Stnrfy BHIMRT 1 r* 1PROJECT LOCATION Richmond, VA ._ .... . pprvnwr vn ftQMU4KILOfJGED BY S. MnrriSRCttq T>RTTrT,FrT> BY Rfilpar F.nvirftnrnpntal TASK NO ^SURFACE ELEVATION ,. NM.... c;r.F.VAT{ON n ATTTM HATE 5/14/91WATER ENTRY DEPTH NONE FEKT ATD f RTG , AckftF AD9WATER RITRFACF,r>EPTH NO FT 24 hrS Ap * . METHOD ?,2$" HgA

*•*-**-

X

SUJ

0-_

_

-

-

_

_

10-

15-

20-

25-

SAMPLE

LUQ_

1- COVERY

LUQ-

ISTANCE

COLUQ_

DESCRIPTIOf4

Loose to medium dense, light and dark- brown, non-plastic Sandy SILT to Silty --, SAND, dry with very fine SAND and ——-\ 80% to 90% battery casings from 0.5 to -

\1.5 feet /" Loose to medium dense, medium\ brown, tme-grained, poorly graded/-\SiltySAND, damp /

Stiff, light orange-brown, low tomedium plastic Clayey SILT Or Silty

- CLAY, moist with some very fineSAND

---- ----- -- - - - ...._._._.. .

- _ - .. _.. .. .._. .

. . _ • . . -

-

- . . . . . . . ... ..... ... :1. ._..-

-

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SM

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SYMBOL

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FIELDNOTES

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Woodward-Clyde Consultants WCCCRBAT n No. flR000372

PROJECT NPROJECT L

SURFACE!WATER ENWATER SO"

•*-

»

LUQ

o-

10-

15-

20-

25-

BORING LOGAME C & R Rntt^rv Cf\ TrPfltnhilitv StiidvOCATI_*.LEVATTRYDRFACE

r>w Richmond, VA

j BORING SB91-05CTJC'17'1&aciEi.PROJE

f?_ Morri«*ttft PRTTrTrED PY BftTpaf Environmental TACVTON NM ET.EVATTON PATTTMEPTH N< N"P- WWSIT A-rn 3ZDEFT!

SflilPLE

CLH

RECOVERY

RESISTANCE

^ MD IPT 24 hrs *n z~

DESCRIPTION

T w-Kie, lighf tan tn light hi-nwn qnd-\ gray, non-plastic very Sandy SILT, dry -\with crushed rock and trace battery

- \ckips, limey /1 * 1\ Loose, to medium dense, medium /

~\orange-brown, very fine to fine grained,'\poorly graded Silty SAND, damp /Stiff, light orange-brown, low tomedium plastic Clayey SILT or SiltyCLAY, moist with trace very fine

- SAND

oCO

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dCO

y/yfa

*mu»

-HATP.

I of i^rTvn 8QM1I4K-?

^/U/Qf iBjf; Afker AD9 _•METH

ELEVATION

rtn_ 8.25" HSA ^

FIELDNOTES

FillFillRough drilling from0.5 to 2.5 feet

Alluvium


Note: Boringlogged off of ;cuttings !

•

ft

ftWoodward-Clyde Consultants w|Cff§An n 3 7 3 FI«urc No- A~5

BORING LOG BORING SB91-04PRO JET NAME T & R Battery Cn Treatahilitv Study HWRRT 1 ^ 1Tst»*-ii««/wi» T/i/-"ATTnw Richmond. VA pnmmriT *rn RQM1 I-IKIl/wjrjRP RY s Mnrrissette mm.riftn nv Belpar Environmental f sic N<-» 1STTPFAÊ FTJFv*'rTrtw NM RF-RVATTOV nATTTM pATW 5/14/91WATER ENTRY PRPTH NONF VV.V.T ATn 2 mrf A^ker AD9WATER STTRFACE DEPTH ND FT ^ Hf5 AD z METHOD $-25" HSA

*

M-

XCLLUa

o--

_

5-

-

10--

-

-

15-

20-

25-

SAMPLE

LUCL

COUERY

LUCC

ISTANCE

COLUa:

DESCRIPTION

Loose to medium dense, light_. orange-brown, very fine to fine grained,\poorly graded Silty SAND, dry /" Medium dense, light tan to white,~\ non-plastic SILT, dry, with crushed; ———~ \rock and trace battery casing chips/_ Soft, medium gray, slightly ClayeySILT with fine to coarse grained

- SAND

Firm to stiff, light orange-brown, low- to medium plastic Clayey SILT to Silty -CLAY, moist with trace very fine

- SAND

_ _ ..._ . .

;:__

- - - - - - - - - - - - - - -

- - - - - - - - -

. -

UCO

SM

ML

ML

ML t<CL

_ioCQ

CO

1

-

OH<TUJLU

FIELDNOTES

Fill

FillVery rough drillingfrom 0.5 to 2.5 ftFill

Slight reaction toacid

Alluvium



sSWoodward-CIyde Consultants WCCCRBATflR00037U

BORING LOG | BORING SB91-Q3PROTECT NAME P & R Battery Pri Treatahility Study entrer 1 ~f !pft^TETLrir'ATT"N Richmond, VA pnmrcnryn RQMI \dK 1TjOGGED BY ^ Mnrrissefte DRILLED BY- .. Betpgr, Environmental TASKNn 1SURFACE ELEVATION NM ir.T.RVATmw nATTTM HATR S/M/91WATER ENTRY DEPTH NONE ,, FEET ATD 2 , RT« Acker, AD9WATER STJRFAOP, DEPTH ND FT 24 hr? AD * METHOD .. ,§.25" HSA

-*-s-

X1—CLLUO

o-

-

5--

-_

.

10-

15-

20-

25-

SAMPLE

LUQ_

1-

s

cc .LUOOLUCC

17/18

LUO

1-CQMCOUJCC

204/6"

DESCRIPTION

Very stiff, light orange-brown to_ medium brown, low plastic, very Silty -CLAY, dry with some very fine grained

-, SAND and crushed rock, trace crushed —\Tâtt*ifTr r*f_iotTi*Tc /\v —————————————————— '/~ \Hard, gray and white, crushed rock/ and ~\well graded SAND (rotten concrete )Stiff, light orange-brown, low to.medium plastic, Clayey SILT to SiltyCLAY, moist with some very fine to

_ fine grained SAND and trace Gravel

-

:

— - - - - - - - -

- - - - - - - - - - " -

-

-

-

-

UCOID

CL

ML tcCL

•

oCQz:CO

''//

••B

zoHt-SLULU

FIELDNOTES

Fill

Refused to splitspoon at 18 inches.Convert toaugering. Mildreaction to acidAlluvium



^Woodward-Clyde Consultants WCa°nQAQ Q 3 7 5 No. A-3

BORING LOG 1 BORING SB91-02PROTECT NAMR PAR Battery Co. Treafahility Sturiv SHEET 1 n* 1PROJECT LOCATION Richmond, VA ._..._... pprunrrp wn R9MM4KIT.omRP RY S, M0""'85**** DPTTrLFT* P-Y Rft1pPf Environmental TASK N" ^ 1SURFACE ELEVATION NM F.T.RVATTDW nATm-f PATE .S/ 13/9 1 1WATER ENTRY DEPTH-NQNE— FEET ATD ? RTO Acker AD9 IWATER SURFACE DEPTH ND FT 24 farS . ,. AD * METHOD .,„„,„ 8,25" HSA 1

**•

1t-Jo-

_

~

"

-

-

_

.

10-

15-

20-

25-

SftHPLE

LUOLi—

S

8t tctf

4 /5

LU

1(f)UJcc20

16

IS

24

*~ .

DESCRIPTION

Medium dense, light to medium gray,_ fine to coarse grained, well graded Silty --, SAND, dry with some battery casing ———-\chips and crushed rock /Stiff, light orange-brown, low to

~ medium plastic Clayey SILT to SiltyCLAY, moist with some very fine tofine grained SAND and trace Gravel

-

-

-.

-

- -

- -

-

CJ03

_lOCO

CO

Y/,y/,////,////f

•••••

oH

1LU

FIELDNOTES

Fill

Alluvium


Note: Boringlogged off of 1cuttings I'

1mWoodward-Clyde Consultants WCCCRBAT FIgure No. A.2

ARQQQ376

BORING LOG J BORING SB91-07PROJECT NAME C. &. R Battery Co. Treatability Study RHRP.T 1 ^ 1oo/Mwrwp T nfATirttJ Richmond. VA . onrtTtprr \rr\ SQMlldK"!LOGGED BY £- Mnrrissfitte nRTT.TrKD PY Bfflpar Fnvirnnmental fAStf N° ^<=TT^F*™irTRVATTni\r NM RT.RVATTDN fl ATITM riATK S /I 4/91WATER ENTRY PEPTH NO F, FF.F.T ATD 2 wrn Acker AH9

KTl v O>1 "k-i*,? «%. •* O ^ C" T_TC AWATER STTRFACR PKPTK J^M , FT ^^ "I* AT> -1- ^ MRTHOP o.Zj nÂ~*

s-

Xa.LUa

o-_

-

-

_

5-

-

-

_

_

10-

15-

20-

25-

SAMPLE

LUCL1-

>•UJOuLUCC

LUO<cCOHCOLUCC

DESCRIPTION

Loose to medium dense, light brown to- gray, non-plastic Sandy SILT, dry with _-.trace battery casings __~ Soft, medium gray, slightly ClayeySILT, moist with fine to coarse SAND_

_ Stiff, light orange-brown, low tomedium plastic, Clayey SILT to Silty

— CLAY, moist with some very fine -SAND

- - - - - - . -^ - . --.

-

-

.

- - —

_ - -- ----- . -- -— _

- - - - -- ----- -

- --- - -- - --- - ----_

uCO

ML

ML

ML t<CL

oCO>•to

V/.(//

-

oH<ELULU

FIELDNOTES

Fill

FillRough drilling from2.5 to 3.5 feetAlluvium



Woodward-Clyde Consultants wc°CRBAT Figure No. A-7flR000377

BORING LOG | BORING SB91-Q8PROJECT NAME r * R Battery To Trflatahility Study PHP.P.T 1 „*• 1PROJECT Lrt'"'4'T*T'"lM 'Richmnnri. VA pRn.np.irp wn RQM1 14K" I

f S Wnrri«fttrft npTTT.T n nv Rftlnar FnvirnnmftntalSURFACE ELEVATION NM F,T,F,VATTON D ATTTM DATE . ,

fin ^S/P4/Q1

WATER ENTRY DEPTH NONF, FF,F,T ATF) ? RK5 ACkftr AD9 JWATKR. STTOFAOB DEPTH, .ND ,... FT ,24 hr§,..,..,,.AD * wp/ronn 8.25" HSA ™

•*-

&

0-_

5-

-

-

_

10-

15-

20-

25-

SAMPLE

HIQ-1- CO

VERY

LU

m

t-cnHtoUJa:

DESCRIPTION

Loose to medium dense, light brown tomedium brown, fine-grained, poorlygraded Silty SAND, dry with some»<--iitil>aj4 --j-ij-tL- nn/4 tMSttArtr f+aemn /«tt*m«

Stiff, light orange-brown, low tO'medium plastic Clayey SILT to SiltyCLAY, moist with some veryfine-grained SAND

-_ -

_

.

-

- -

- —

-

uCO13

SM toSP

ML tcCL

_ioCQ

to

k//

%,

mm^m

OHI

1UJ

FIELDNOTES

Fill

Rough drilling froir1.0 to 2.0 feetAlluvium



A

<

'Woodward-Clyde Consultants ^CCCRBAT Figure No A_8

aR000378

BORING LOG BORING SB91-09PROJET NAME C & R Batterv f"n Trentabilitv Shirty RTTKET 1 «f IDunT_vrr.nrATTnN Richmond. V A ....... ___... pnrmiurrr vn 8QMI14K1LOGGED BY...,— .. S,,,,MnrrtRsett:e "" T»HTTfr<F,P PY Bftlpnr F.nvirnnmpntal T*«K" *""> 3SURFACE ET_,EVATTON NM FtTrF,VATTnw n ATTTM PATP. W14/Q1WATOP IPIJTRV nir.PTw NONF, irirF.T ATn 2 Bin AnkftrADQ

.t-Q.LUa

o-_

-

—

-

-

10-

15-

20-

25-

SAMPLE

LUa.»-

ccUJ_>oCJUlcc

LUy<ECOHCOLUQ-

DESCRIPTION

Loose to medium dense, light to_ medium brown, fine-grained, poorlygraded Silty SAND, dry with some

-, crushed rock and crushed battery , —— -\casing chips /~ Stiff, light orange-brown, low tomedium plastic Clayey SILT to SiltyCLAY, moist with some very finegrained SAND and Gravel

- -

_ .. _. _ - .. -.^ .---..•••

_

- _ - - . - : ..,, -.--- -=-__

-•- - - - - - - - - --- ——— ————— --

- - -

UCO-D

SM

ML ttCL

_joCO

CO

y/,%'//

••B

zoH<cLULU

FIELDNOTES

Fill

Rough drilling froir1.5 to 2.0 feetAlluvium



JWoodward-CIyde Consultants WCCCRBAT Figure No. A-9

BORING LOG | BORING SB91-10 |PROJETT NAME P * R Bartfirv Cn TrMfahittty Shirty SW^RT 1 „«• \ jPRQJE'T Lri/*ATT/w Richmond, VA pRrvTwrv yn 80MM4FCI jT.r.rjr.pp pv s- Mnrri ftttft nRTT.rwn ay Bplpar Fnvirnnmental fjisir vn 1 jSURFACE ELEVATTON .,,NM 1"B!vATIriW T>ATTTM , ÂfFr 5/I4/Q1 J^WITB-W T?WTT?V n PTTT NONT. PRT T Am 2 »Tri AckerAFW MWATER SURFACE DEPTH NT? FT 24 HrS AJ> S METHOD Sr25" HSA ^

•.

LUQ

o--

~

—

5-

_

,

10-

15-

20-

25-

SftMPLE

>t-

RECOVER

UItjt

ESISTAiN

cc

DESCRIPTION

Loose, light tan, fine-grained, poorly. graded Silty SAND, dry with some\crushed rock and crushed batteries/\ Medium dense, dark brown, /\ fine-grained, poorly graded Silty /\SAND, damp with crushed rock and\battery casing chips /\Medium brown, fine-grained, poorL^\graded slightly Silty SAND, damp /Stiff, light orange-brown, low to

- medium plastic Clayey SILT to SiltyCLAY, moist with some fine SAND

-.

-

_ _

-

-

oCO

SM

SM

SM

ML tcCL

...i003

CO

••HM

o

ELEUAT3 FIELD

NOTES

Fill

FillRough drilling from1.0 to 2.0 feet

Alluvium


Note: Boring 1logged off of 1cuttings 1

'ft^Woodward-Clyde Consultants WOOOBBAT Figure No. A_10

flR000380

BORING LOG BORING SB91-11PROJECT NAME C & R Batterv Co. Treatabilitv Study FWKKT J -t 1pRnjpnTLrK-!ATTnv Richmond.. V_A ———————— pRrtjrcrrr wn 8QM1 14K 1LOOTED- RY s Morrissette nrm.T.F.n RV Belpar Environmental TJ*W"" 3<=nPFA'-'F!FI,Kv*'rT'™ NM F.T.RVATTr»N nATTTM pATW V14/Q1

WATFW FKTPYnRPTH NONF, FF.F.T ATlt 5? pTr* AckftrAFWWATRWSTTRFAnP.nF.PTH 3.0 FT 24 hrS AH ^ MRTTT^n 8,25" HSA

**-

X -Q.LUa

0-

-

5-

-

-

_

10-

15-

20-

25-

SAMPLE

LUa.»-

>•ccLUO(JLUCC

LUU<rCOHCOLUa.

DESCRIPTION

Loose, light tan, fine to medium. grained, poorly graded Silty SAND, dry\ with some crushed rock and battery/- \casing chips /~\ Medium dense, medium brown, i ———~\fine-grained, poorly graded Silty /\SAND, damp . . .. _ /Stiff, light orange-brown, low tomedium plastic Clayey SILT to SiltyCLAY, moist with some fine-grained

_ SAND . . ...

- - - - . . . . . . . ...

..._.. .... . . . _ -_^=.^_. .,.. ..._

- - - - - . _ - - . ......._

- - -- —- -- - - - -

-

oCO

SM

SM

ML tcCL

- -

_jo{Dz:CO

1

-,

•zo<rLU_JLU

FIELDNOTES


XAlluvium



^^Woodward-Clyde Consultants WCCCRBAT Figure NO. A-nSR00038I

BORING LOG | BORING SB91-12PRP1ETNAME r * R Rattftrv Co. Treatnhilitv Study SWRF.T 1 „/ 1PROJECT LOCATION „,...,., Richmnnd, VA ............ pp,r»jp.r:T fin RQMIMKIy.rw^pp PY S Mnrri«rsftttft nwir.T.pn RV Belpflr Fnvlronmftntal T*sw NO 3 1SURFACE ELEVATION NM RT,KVATT<">w n ATTTM P*TV. VI4/QI IWATEF ENTRY DEPTH NONF. FKRT vrn 2 pyn Acker ADQ LWATER SURFACE DEPTH ND FT 24 JlfS AD z , METHOD S,25" HSA |

*

zfr-a-uda

0-

-

~

5-

_

10-

-

-

15-

20-

25-

SftMPLE

LU

~

^sCJ

LUy<cHQCC

DESCRIPTION

Loose, light brown, non-plastic Sandy. SILT, dry with some crushed rock and\battery casing chips /\ Medium dense, light gray, fine graisied,\poorly graded Silty SAND, moist /

"A Medium dense, dark gray, fine-grai/ied,\poorly graded SAND, damp, metallic __\\sheen //\e ———————————————————— '/-\Medium dense, light orange-brownJ\fine-grained, poorly graded slightly

- jSilty SAND, damp /_ Stiff, light orange-brown, low tomedium plastic Clayey SILT to Silty

_ CLAY, moist with some fine-grainedSAND and Gravel

— . , . ^-

- -

_ -

-

oCO

SM

SM

SP

SM

ML tcn,

•

oCQ

CO

//.s/.

•H

ZoHt-<nLU-1til

FIELDNOTES

FillFillSRAFillFill^R ARough drilling at1 0 fpetAlluvium



•SRA = Slightreaction to acid

•^Woodward-Clyde Consultants WCCCRBAT Figure No. A_12

AR000382

BORING LOG J BORING SB91-13PROJECT HA.MP, C <£ R fiatterv Cn TreatahMity Sftiriy PRKKT f -*• IPROJECT _,<-""• -*rmw Richmond. VA m>m_v«P «,-» «QN/f lldK" 1LOGGED B".f - -S Mnrrissptfe noTT.T.p.n nv , Relnar Fnvirnnmftntal TAQV vrt TRTTRFAOE ELEVATION NM F,T,FVATKW pATfn_f PATH 5/14/91WATFR ENTRY PEPTF NONE PP.P.T ATTI 2 pTn ^ctar AD9WATF.R RTTRFA^F. OF.PTH ND FT 24 hrS ^n * MF,TH"I> 8.25" HSA

*

S-•tXQ_LUi—i

o--

~

5-

-

-_

10-

15-

20-

25-

SAMPLE

LUQ.1-

>CC --Ul_>ooLUCC

LUOZ<cCOHCOLUCC

DESCRIPTION

Light tan, non-plastic Sandy SILT, dry. with some crushed rock and battery.\casing chips /

~\ Medium dense, medium brown, /\fine-grained, poorly graded Silty /- \SAND, damp /_ Stiff, light orange-brown, low tomedium plastic Clayey SILT to SiltyCLAY, moist with some fine grainedSAND and Gravel

- - - • - -

— - -• -=--^ - - - - — = —.-=,—-, ----= - _

_

_ _ _ . . - . . ! . - - - _

- ' - - ' ^ - ' ' -

- - - - - - - - ' - -

__ . ..._. ———— .... ._..__..__..__ ._,_...,_..... .-- ^^_

= . - - - _

UCO

ML

SM

ML tcfL

1

a_t_=>CO

k///y//////

^m»m

oy-JUJ

FIELDNOTES

FillRough drilling to1.0 footFillAlluvium



Woodward-Clyde Consultants p Q n g 3 Fieure No- A'13

BORING LOG | BORING SB91-14PROJECT NAME r # R Rnttprv Cn Trftafability Study CHERT 1 ~r 1nT»_*\TB*, T* T /•*/-• A*T*TI-_*T K TCnmnnn. V A PU rt TT?r"¥* ijr\ SO Vf 1 1 dK" 1

LPOGED BY s Mnrri<;<;fttt« nniT.T.wn RV Bftlpar Knvirnnmpntnl TASK- vn 3 1SURF Art ELBVATI^y MM RT-KVA-pinu TIATITW PATIR ^/U/91 LWATER ENTRY DEPTTT NONF. JS-RP.T *Tn 2 pm Acker AD9 MWATER SURFACE DEPTH ND FT 24 hr§ AD * . . METHOD ?r25" HSA ^

••4-»*-io-

--

5-_

_

10-

15-

20-

25-

SAKPLE

UJCL

«

ECOVERY

cc SISTANCE

cc

DESCRIPTION

Loose, light tan, non-plastic Sandy. STTT, dry with some crushed rock and\battery casing chips /Medium dense, dark brown,fine-grained, poorly graded Silty

' SAND, damp with some crushed\ battery casings /"\With crushed rock /Stiff, light orange-brown, low tomedium plastic Clayey SILT to Silty

_ CLAY, moist with some fine grainedSand and Gravel

_

-

-

- - - —

-

uCO_D

ML

SM

ML t<PT

SYMBOL

kS/

fmWmm

ZOH<ELULU

FIELDNOTES

Fill

Fill

Rough drilling at3.0 feetAlluvium


Note: Boringlogged off of 1cuttings 1

•Woodward-Clyde Consultants ^CCCRBAT F|gure No A_14

PRO4E_ T* >

BORING LOG*_*«. - r & R Rattarv Cn Trmttahilftv Studv

PROJECT LOCAT[njj RichmonH, VAS_ Mnrrt5«!f>tte ,,,„ DRTI.T- rt nv Rftlnnr F.nvirnnmf ntal

STIBFAIIF. FT.FVATinN NM RT.KVATTnW HATTTM

WATER ENTRY DEPTH NONF, FEET ATTt 2WATER SURFACE DEPT

•H<*-

Xl-o.LUQ

0-

5-

10-

15-

20-

25-

SAMPLE

LUQ_t-

RECOVERY

RESISTANCE

H ND FT 24 hrs AD x

DESCRIPTION

Loose to medium dense, light tan,, non- plastic Sandy SILT, dry with sojne\crushed rock and battery casing chjps" Firm, light brown, low to mediumplastic very Silty CLAY, moist / ———Soft, gray, low to medium plastic verySilty CLAY, moist with trace crushed __\rock and battery casing chips /Stiff, light orange-brown, low tomedium plastic Clayey SILT to Silty

• CLAY, moist with some fine Sand and -Gravel

— -- — — - . _..^__...i__._ — - _

uCO

ML

CL

CL

ML tcCL

SYMBOL

%

I-BHIB

BORING SB91-15---SHEET* 1 -' 1PROJ

DATE

METH

ELEVATION

Rttrvn XQMI14KINrt 3

V 14/9 1Ark*»r ADQ

nn 8.25" HSA

FIELDNOTES

Fill

Fill

FillRough drilling at3.0 to 3.5 feetAlluvium



Woodward-Clyde Consultants ^ ^ 0 c Fig"« NO. A-ISflR000385

BORING LOG BORING SB91-16PROJET NAMF CAR Batterv Co. Treatahilitv StnHv «FFET 1 nf IPwmFrrrT.nrATTOtt ......Rfchmond. VA ———————————————— PRmprrrvn 8QM1 14FC1LOaiBDBY s MnrrTRSftttft nim.r.F.n RV Belnar Environmental TARK-VO 1 1SURFACE ELEVATtON......1NM PT.RVATKr.fj PATTTM P*TK S/I4/QI JWAT1TP PNTWV FlPPTTT NONE FRRT ATD ^ pT^ AcfcPrAHQ J

WATER SURFACE DEPTH ND FT ..Iir5 AD * METHOD 5 25" HSA ^*

•*-

LUO

0-_,

-

_

5-

-

-

-

.

10-

15-

20-

25-

SAtlPLE

LUQ_1— CO

VERY

«icc

UIi<cCOHCOUJcc

DESCRIPTION

Medium dense, medium greenish-gray,_ fine-grained, poorly graded SiltySAND, dry to damp

- With trace crushed rock- Stiff, light orange-brown, low tomedium plastic Clayey SILT to Silty

_ CLAY, moist with some fine-grainedSand and Gravel

-

-

-

.

"

-

_ _

-

utoZ)

SM

ML t(CL

•

SYMBOL

//.//,//ty

••••

LEVATION

LU

FIELDNOTES

Fill

Rough drilling at2.0 feet

Alluvium


Note: Boringlogged off of Icuttings 1

1JWood ward-Clyde Consultants wflc?f ??ATn o o c Rgure No- A~16flRUUUJob

BORING LOG j BORING SB91-17PROTECT NAME CAR Batterv Co. TrpataHility Study SKRRT ' nf 'PROJECT LOCATION Richmond, VA - ppo-iRf-T wn ROMl I4K ILO'IOEI? BY S. IvTorrissflttfi nRTr.T.tfn nv Rplpar Fnvimnmpntal T^RH-WO 3SURFACE ELEVATION NM FJiKVATT^N PATTJM PATE 5/1 4/9 IWATER RNTFYPFPTH NONF, pP.KT ATH SZ RTr< Ac^r ADQ

VT1~» 1/1 1*«- ^ O Cf TJTC1 AWATER StTRFACK DRPTH ND. ,.., FT *:* Pr?.. ^T> z METHOD fl.2_» HSA~

q.

Xh-CLLUd

o-

_

5-

_

10-

15-

20-

25-

SAMPLE

LUQ_

t-

- -

COVERY

UJcc

ISTANCE

cnLUCC

DESCRIPTION

Loose, light tan, fine-grained, poorly. graded Silty SAND, dry, with some. .\crushed rock and battery chips /\ Medium dense, light gray, f me-graineo,\poorly graded Silty SAND, damp /1 Medium dense, dark reddish-gray, /. \fine-grained, poorly graded Silty /ÂND, damp /Stiff, light orange-brown, low tomedium plastic Clayey SILT or Silty

' CLAY, moist with some fine grainedSAND and Gravel

.

_ . .. . . . . ._. ... ...-.---- .== -.----_

_ ... .-..=- -= - ---=-_

,-s ----- -- - - _

-

uCO

SM

SM

SM

ML t(CL

SYMBOL

y///s

//<

H

-EVATION

LU

FIELDNOTES

FillRough drilling to 1footFillFill

Alluvium



^Woodward-Clyde Consultants WCCCRBAT n No< A-17flR000387

BORING LOG BORING SB91-18PROJECT NJ» ME r & R fcartery Cn Trflatahilitv Study SWTTCT I ^ |PROJECT LOCATION ÎchmrinH VA pRrtTEvrr ivn RQMt 14K1LO<JOET>BY s- MnrrT«*ttft nim.r.Rn RV Refpar Environmental T^sirisin 1 1<frtpFA'~FFTFvA'T^r'w NM p.T.KVATinwnATTTiLf nATT? 5/14/QI IWATER ENTRY T>F,PTH NONE FF)F!T ATP 2 RIG Acker AD9 ^WATP.P flTTp-pAm?.nr.P-PW ND TPT 24 hrs An X MTvrwnn 8.25" HSA V

«+-•.Xsa0-

-

-

-

5-

-

10-

15-

20-

25-

SWPLE

1

Q-UJg

Ulcc:

LUCJZ

gtoTtTcc

DESCRIPTION

Loose, light brown, fine-grained, poorly-, graded Sandy STFT, dry with some .\cnashed rock and battery casing chjps~ Medium dense, light gray, very fineV grained, poorly graded Silty SAND, /" \damp /MWJinrn Hmis^ mpriinm hrnwn,

\fine-grained, poorly graded Silty /\SAND, damp /Stiff, light orange-brown, low to

~ medium plastic Clayey SILT to SiltyCLAY, moist with some fine Sand and

- Gravel_

-

- -

_ _

-

uCO=3

ML

SM

SM

ML t<a,

o

to

////,

••••I

ow1-<c3LU

FIELDNOTES


Fill

Alluvium


Note: Boringlogged off of 1cuttings 1

•^Woodward-Clyde Consultants WCCRBAT Figure No. A-18

flR000388

BORING LOG BORING SB91-19PROJECT NAME P *. R Batterv Cn Treatahilitv Studv <?HPRT t ~f \DDniET-T T r\r*ATrr\jj Richmond. VA pDr\TT?r"r wr» RQV41 MK" 1

SURFACE ELEVATION NM ._. F.T.RVATTnW T1ATTTM .. . . HATP. 5/14/91or _ I*_*B T?MTtJv IHTSTW NONF. WRIST* ATn * T?ifi Af^fcpr A nQWATER SURFACE DEPTH ND FT 24 FS AD x .. .- METHOD 5r25" USA

*

M-

*

Q_LUa

o-.

_

-

_

10-

15-

20-

25-

SAMPLE

LUa.i-

ccLUOOUJCC -

LUCJZ.

COHCOLUCC

DESCRIPTION

T.oose, light tan, non-plastic Sandy-\SILT, dry, with some crushed rock and -\battery casing chips /

" Medium dense, medium gray,\ fine-grained, poorly graded Silty. /~\SAND, damp with trace crushed ropkVnd battery casing chips /Stiff, light orange-brown, low tomedium plastic Clayey SILT to SiltyCLAY, moist with some fine Sand

-

-

_ . . . . - • _

. - . - -

.... ........ - ...._.. .__

. , . — . .- --- , ---. - _

_ . . . _ . . . . . _

-- - -

CJCOZ)

MTSM

ML t<PT

_io03z:CO

y////tfs

•M-l

Ot-

LU

FIELDNOTES

Fill

FillRough drilling at2.0 feetAlluvium



Woodward-Clyde Consultants WCCCRBAT Figure NO. A-19""—"-; ~ flR000339

PROJECT NPROJECT LLOGGED B1SURFACE EWATER ENWATER 3U-

H-

o-

5-

10-

15-

20-

25-

BORING LOGJ^JE r & R Battftrv Cn Treatahilitv SmdvOCATIr" ,JLEVA1TRYDEtFACE

^y Rirhmond, VAS Mnrriss-ftttft T>RTTJrKP PY Bftlpar Fnvirnnrn*»nl-!»l

-TnN MM RT.P.VATTnNT T1ATTTM

SprjjJSTONT* TPP.T T ATn 2

DEPTI

SAMPLE

LUQ_

H

u

RECOVERY

24/24

RESISTANCE

P

^ Nn PT 24 hrs AP i

DESCRIPTION

Medium dense, grayish- brown,fine-grained t poorly graded Silty\SAND, dry with some crushed rock/- Vnd battery casing chips /Stiff, light orange-brown, low to

' medium plastic Clayey SILT to SiltyCLAY, moist with some fine Sand andGravel

- -

uCO3

SM

ML tcCL

SYMBOL

1

- -

BORING SB91-2Q-SHEET-PROJETASKDATERIGMETH

ELEVATION

1 nf 1.rTNA RQMM4KINO 3 I

S/14/Q1 |Arlfftr ADQ ^

nn 8.25" HSA •

FIELDNOTES

Fill

Alluvium


.

«Woodward-Clyde Consultants WCCCRBAT ^m No< A.20

flR000390

PROJECT N

SURFACE EWATER EN

*-»-M- -

_CCLLUa

o-

-

5-

10-

15-

20-

25-

AMEOCATIfLEVA1TRYDElFACE

BORING LOGr AT? Rnttflrv Cn Trf»atahiMtv Stndv

0N Rir^rnonri, VAS. Mnrrissfltte PFTTTrKn nv Rplpar F.nvirnnmentnl

-jnV NM P.T.EVATTnN niTTTM

EPTH NONF, PTT.TT.T ATn 2DEPT

SAMPLE

LUQ_

1-

u

RECOVERY

16/18

RESISTANCE

P

FT ND FT 24 hrs AT> z

DESCRIPTION

Loose to medium dense, light brown,-. very fine to fine grained, poorly graded—\ Silty SAND, dry with some crushed/- \rock and battery casing chips /Stiff, light orange-brown, low to

" medium plastic Clayey SILT tp SiltyCLAY, moist with some fine Sand andGravel

uCOZ)

SM

ML tcCL

SYMBOL

k

i

^ H

BORING SB91-21SHEETPROJE

DATE

METH

ELEVATION

1 of 1wr-un SQMIMKI

5/14/91AclcHr ADQ

rm 8.25" HSA

FIELDNOTES

Fill

Alluvium

Sampler metrefusal at 4.5 feet


^ Wood ward -Clyde Consultants f rfrfn o o i Figure No* A'21^ flRUuuSyl

BORING LOG | BORING SB91-22PP'MET NAME C & R Baffpsrv Co. Treatahilitv Study QWF.F.T 1 „<• 1PROJECT LOCATION.....,, Richmond, VA PROJFYVP yr> 89MM4FCILODGED BY S. Morri««ttft ripTT,r,ED py Rftlpar Environments] x>SK"N° ^ 1«TTRF ACE ELEVATION NM F.T.P.VATTON DATTFM . .... HA TV. 5/14/91 1WATER ENTRY DEPTH NONF FP.F.T A,Tn 2 PT^ Arkpr AD9 ^jWATER SURFACE DEPTH NT) FT ,24 hr§ AD x METHOD §,25" HSA V

E

Q

0-_

5-

-

10-

15-

20-

25-

SAMPLE

LUO.1-

U

1OoLUCC

22/24

EONU1S

HCOUIcc

p

DESCRIPTION

Loose and medium dense, dark and_ medium gray and light orange-brown, .fine to coarse grained, well graded Silty

- SAND, damp / ———Firm and stiff, light orange-brown,

" with gray mottling, low to mediumplastic Clayey SILT, moist with somevery fine Sand and roots

_

-

-

- - -

-

uCO

SM

SM

•

_ioCQ

CO

Wity$

1

- .

H<E

ft111

FIELDNOTES

Fill

Alluvium

Bottom of boringat 5.0 feet ,.

Woodward-Clyde Consultants ^ ^ „ Figure No. A-22flR000392

BORING LOG BORING SB91-23PROJF<TT NAMF. C. &. ~R Rflttftry Cn. TrpatahtTrty StuHy RTF"1* ' nf 'PROJECT LOCATION ....-.-Rif;hrnnn(1i VA PROîFfyr jtfn $<?M1\4K1LOG<5F,D BY S. Mnrrissetff! DRTFrTrF,1"1 nv Relpar Fnvirnnmpntal TASK1-1*"* ^ST'RFA^F, Fr,EVATK»M NM F.rEVATTnv nATTTyf DATF 5/71/91WATER F.NTRY DF.PTW NONF. FF.FT ATD 2 _ T RKI Act"»r AD9WATKR STTRFACF, DFPTH ND FT 2_hr§ ..,„.„ AD x METHOD _ ?,?5" HSA

*•*-**-

X1-Q.LUO

o-__

--.

-

5-

-

10-

15-

20-

25-

SAMPLE

LUQ_

s

s

u

S

>•ccLUz> " •oCJLUCC

20/24

21/24

22/24

23/24

LUO•z.<cCOHCOLUCC

23344657P

5IS19

DESCRIPTION

Stiff, light brown to gray, low tomedium plastic very Clayey SILT to-, Silty CLAY, moist with some SAND ———-\ and crushed battery casings, crushea\rocfc /

" Firm, orange-brown and brown, low to "\ medium plastic Clayey Sii- 1 to Silty/\CLAY, moist with layer of black, /\crushed rock at 3 to 3.3 ft. /Firm to stiff, light orange-brown, low

- to medium plastic Clayey SILT to Silty _CLAY, moist, with some fine SAND

- and Gravel

_ . . - - _ . - - - = - _

— - ---- -•-- - - - - - - - --==- - =-

- - -- - - -

— - . . . . . - . . ._-..__.

-

uCO-D

ML tcCL

ML t(CL

ML tcCL

oCO>CO

I%y/

-

oM1-<cLUiTi

FIELDNOTES

Fill

Fill

Alluvium


âWoodward-Clyde Consultants ^ 5 1 0 n Fieure °- A~23^^ An UO 03 93

PROJECT NPROJECT L

SURFACE E

WATER SU"

-*-**-

:_:Sao-

5-

-

10-

15-

20-

25-

BORING LOGjU E r & R Rnftftrv Cn. Treatahilitv ShidvQCA.TIt, ————•LEVA'3TRYDElFACE

npj Richmond, VAfs Mnrriwtti- nuTTT.Tsn RV Rplnar Fnvirnnmpntfll'J y NM FT.F.VATTnN T» ATTTM

EPTH NONF. FFP.T A-rn 2DEPTI

SAttPLE

UI

S

U

s

RECOVERY

13/24

19/24

19/24

24/24

RESISTANCE

4565

336P

7141522

7 ND ?T 2 Jirs AD *

DESCRIPTION

Loose, brown and gray, low to medium_ plastic Clayey SILT to Sandy SILT,damp with some crushed batteries and

- crushed rockWith light Krav crushed rock and sand.

\wet from 2.5 to 3.0 ._ / .- Stiff, light orange-brown, low tomedium plastic Clayey SILT to Silty

— CLAY, moist with some fine SAND -and Gravel

_ -

— - -

oCO

ML

ML t<CL

•

BORING SB91-24 |-SHEET I /rf 1 1-PROJE

_nATF,

•pTNn 89MM4KI 1

S/2I/9I ImC! Arkftr AHQ -•METH

SYMBOL

?

•••i

ELEVATION

nn 8.25" HSA V

FIELDNOTES

Fill

Alluvium

Bottom of boring atl8.0 feet J

«Woodward-Clyde Consultants ono L Figure No- A'24

BORING LOG | BORING SB91-25PROJECT NAME C. &. R Rattory Cn. TrftatahJIitv Study PWFF.T 1 ^f 'PROJECT LOCATION Richmond, VA ppnjF.r.T Nn RQMI 14K ILAGGED BY s Morrissptte nnrr r.Fn RV Belpar F.nvironmftntal T^s«- M« 1fiTFRFAOE ELEVATION NM FfrfFfVATI^N TIATTTW PATF S/71/91WATER ENTRY PEPTH NONF FFF.T ATFI 2 pm Ant^r ADQWATER SURFACE PEPTH ND FT 2 hrS Ap I M*''™"™ 8.25" HSA

s-

X-Q.LUa

o-

5-

10-

15-

20-

j 25-

SAMPLE

LUa.i-

s

s

u

-B

CCLUouQj

22/24

20/24

19/24

LUCJ<L1—COHCQUJCC

4213227

2567

P

DESCRIPTION

Dense, tan, non-plastic Sandy SILT,_ dry with trace crushed battery casings -ând Gravel, roots : ^- —— -

• nfl t t t • t « >-.." Stiff, dark brown, low plastic ClayeySILT, damp with trace battery chips

A,ana crushed rock /_ Firm, light orange-brown and gray, low .

to medium plastic Clayey SILT to SiltyCLAY, wet with some fine Sand andGravel

Becomes firm to stiff

-- - ,

-

- • =-

-

uCO

ML

ML

ML t(CL

1oCDz:CO

kyy/yy/%

••••

o<rLULU

FIELDNOTES

Fill

Fill

Alluvium

Bottom of boring at7 0 feet

^Woodward-Clyde Consultants T S ' n n F | e u r e No- A'25

BORING LOG BORING SB91-26 |pT?nrpi~r WAMK CAR fiatterv Cn. Treatshilitv Study BHF.F.T 1 „*• 1 1PROJECT LOCATION RJK"nrTinT1^, VA PROJF.P.T Nn 89MI 14K1 1 1LOGGED BY S-. Mnrri«ftt.te npTr.T,Frp py Relpar Fnvirnnmentnl TVASW «*"» ^ 1SrrppAr.£ FT_PV-TTAV NM F.T.RVATinW HATTTM nATF 5/22/9! i

WATER ENTRY DEPTH NONF, FF.ET ATD 5? RK; Ackftr AD9 MWATER 5Tmr^TP1rPTnBTH NT> FT 24 hrS ^p I .vnr.TTTnn 8,25" HSA V

T

£LJQ

o-

_

10-

15-

20-

25-

SAftPLE

^1

S

&SB£E:

22/24

24/24

wg<cCOMCOLUCC

15171415

581116

DESCRIPTION

Dense, light gray, fine-grained, poorly. graded SAND, damp with some-\crushed rock and roots / ———\ . . jA Stiff, light orange- brown, low to aivmedium plastic Silty CLAY, moist wtitt —|Vome fine SAND /|HStiff, black, low plastic Silty CLAYLIpamp with crushed battery casings /[i - .. .• I—(Medium dense, medium gray, fSfine-grained, poorly graded SANDJ(moist with some crushed rock j

_ Firm , light brown to lightorange-brown, low to medium plasticClayey SILT, moist with some fineSand and Gravel

-

-

- -

-

uCO_D

SP

TCT_SP

ML tcPT

OCQ

CO

/

y/y/f /

-.

zoH1-SLULU

rrn nNOTES

Fill

FillFillFillAlluvium


.

•^Woodward-Clyde Consultants *rfnTn o Q r Figure No- A"26

PROJECT NPROJECT LLOGGED ETSURFACE EWATER ENWATER SU

*•*-

Xh- -CLLUa

0-

5-

10-

15-

20-

25-

BORING LOGAME PAR Rattftrv Cn TreafshiHtv StnrfvOCATIf ———LEVA!TRYDRFACE

npj Rirhmnnrl, VAS Mnrriwtte nimTFppv BHpar Fnvirnnmpntal^V NM FTFVATTOM HATTTMEPTH NONF FF.F.T ATn nDEPT]

SAMPLE

S1-

s

s

RECOVERY

21/24

18/24

RESISTANCE

25322115

6121724

-t ND FT 24 hrs Ap *— - • . —

DESCRIPTION

Very dense, dark grayish-brown ,A fine-grained, poorly graded SAND,/\damp with crushed rock /

* /*** t • j 1 1 * 1~ Very stiff, dark gray and reddishbrown, low to medium plastic Clayey

' SILT to Silty CLAY, damp with some ~\SAMLJ, battery casing chips in uppe* 0"Firm to stiff, light orange-brown andgray, low to medium plastic ClayeySILT to Silty CLAY, moist with some

_ fine Sand and Gravel

-

_ . , _ . . , . - . . . - = -

-

—

oCO

SPML tcCL

ML tcCL

SYMBOL

//

VV

n

| BORING SB91-27

SHEE1PROJITASKDATE

METH

ELEVATION

t of r'/T jjf\ H Q \yf 1 1 il IT 1

5/77/Q1Aclcftr ADQ

nn 8.25" HSA

FIELDNOTES

FillFill

Alluvium


Woodward-Clyde Consultants , J????5"; ft -, Figure NO. A-2?A n U U U d y /

BORING LOG | BORING SB91-28PROIEr-TN/SMff (7 & R Batrerv Cn Testability Study CHFF.T 1 rf IPPrtJE/*TIrt/TATIfty Richmond, VA DpnjF.r»r vn R9M1 14PML G1E!> BY S. Mnrrissftttft PFTTVT,F,n PY Bfilpar F.nvironmftnral TASWisrn 3QTTOFA' ELE'"*'™™ NM FT.F.VATTnNnATTTW n_TF S/22/9IWATER ENTRY DEPTH NONE FRET ATD s RTO Afikftf AD9 MWATER SURFACE DEPTH ,NT) FT 24 hr? AD * MF.THOP ?,2?" HSA •

•t-H-*

Sao-

_

5-

-

10-

15-

20-

25-

SAMPLE

>•\-

s

s

ceUIo0LU£C

20/24

21/24

LUO

Sj— jCOLUCC

14182218

469

DESCRIPTION

Medium de.nse, gray, fine-grained,_\ poorly graded SAND, damp with some -\crushed rock /Stiff, orange-brown, low to mediumplastic Silty CLAY with some

~ fine-grained SAND_

-

-

- -

- -

-

uCO

SPCL

o03

CO

I I

mm*m

OH1—

LU_JLU

FTP! PNOTES

FillAlluvium


«

«Woodward-Clyde Consultants * o Figure No' A"28

PROJECT NPROJECT LLOGGED ITSURFACE EWATER ENWATER SU

*+-*<-*XQ_UJa

0-

5-

10-

15-

20-

25-

BORING LOG_MT? C. ft. R Ratterv Cn_ TreatahiTifv SfnHvOCATI^LEVA!TRYDElFACE

ntf RichmnnHj VAS Morrlssftttft PRTTrT.F.P PY Rf»1par Fnvirnnmftnffll

'ir»pr NM RT.v.VATinN niTirw3PTH JNONF FF.F.T ATH 2DEPTI

SAMPLE

LUa.>i—

S

S

-

RECOVERY

22/24

20/24

RESISTANCE

8111612

S111213

^ ND FT 24 hrs AI> —

DESCRIPTION

Medium dense, tan, non-plastic Sandy-. SILT, dry with some fine SAND and! ——\trace battery chips /

- in~ Firm to stiff, orange-brown, low tomedium plastic Silty CLAY, moist withsome fine SAND

_ Becomes brown and more Silty

——— .._.. _______ _

_

- - - ' - - - - - - - - - - - -

. . . . .

uU)3

ML

C1V----i-r

SYMBOL

^ H

| BORING SB91-29

SHEETPROJETASKDATEP.M

1 of 1•rTwn 8QM114KTwn 3

S/W/QIArlfffr AD9

METHOD ?,2$" HSA

ELEVATION

FIELDNOTES

Fill

Alluvium


Woodward-Clyde Consultants ^j^ o q q Fieure No- A'29

PROJECT NPROJECT LLOGGED ySURFACE EWATER EN1WATER SU

Ea

o-

5-

10-

15-

20-

25-

BORING LOGjUtp. r * R Bstterv Cn Treafflhilirv SfnHvocA-nfLEVA1TRYD]1FACB

fjjq- RrchmnnH, VAS MnrrT^Pttft n"RTT,T,F.D RY Rftlpaf F.nvironm«»nrnliny NVT FT.F.VATTrtM nATTTM

DEPTI

SAMPLE

t-

S

S

I20/24

17/24

RESISTANCE

912125

1II2

T NT> FT 24 jfir? AD x~

DESCRIPTION

Medium dense, gray, fine-grained,-. poorly graded SAND, damp with some —-Acnished rock, turf on top /. ———•\ Firm to stiff, light brown, low to /\medium plastic Clayey SILT to Silty•\\CLAY, moist //_ \Cnished battery casings /Soft, gray, low to medium plastic SiltyCLAY, wet, with trace of fine Sandand Gravel

otoZ)

SPML tc<JLNA

C1

•

SYMBOL

^ •i

BORING SB91-30

SHEETJ»ROJETASKn ATI?

NO 15/22/91 ^

wTn Acker ADQ MMETH

ELEVATION

OD 8.25" HSA ^

FIELDNOTES

Fill

FillFill

Alluvium


.

1 »Woodward-Clyde Consultants . pcncn n A Fisu« No- A'30

BORING LOG BORING SB91-31PROJECT NAMF, C *. R Battftrv Cn. TrftJrtahilifv Sturfv CWFFT 1 ~r fPROJECT LOCATION Richmond,,,, VA .. PROJECT NO 89M1 14K ILODGED BY S. Mnrrksftttw PRTTrT.RP PY Rft1pqir Environmental TA^K N<"> 3SURFACE ET.BVAT^N NM FT.P.VATTnN nATirvr OATS; S/22/91WATER ENTRY PEPTH NONF. FEET ATD 5 RKJ Acêr ADQWATER SUHFAOF, DEPTH ND FT 24 hf? An I , METHOD $,2?" H§A

*

**-

X1-o.LUQ

o-

5-

-

10-

15-

20-

25-

SAMPLE

UJQ.h-

s

s

COVERY

Ulcc

18/24

19/24

UJ

ISTANC

toUJ

5322

25S

DESCRIPTION

Medium dense, gray, fine-grained, ,-\ poorly graded SAND, dry with trace\Gravel and battery chips /

^"Vanished battery casings /Firm to stiff, light orange-brown, low _to medium plastic, Clayey SILT to Silty

_ CLAY, moist with some fine Sand and _Gravel

, - - . - -

_ .. ...... ... _ _„.. _ -_._-. .-,.-. _

— - - -- . . . . . . . . _

--— - -

oCO13

SP

ML tcCL

- -

•

oen

W

y/y/ty

•-

z.oH<CLULU

FIELDNOTES

FillFill

Alluvium


^Woodward-Clyde Consultants n No- A-31

PROJECT NPROJECT L

WATER KNWATER SU

***-

0.UIa

o-

10-

15—

20-

25-

BORING LOGAME C. & R Ratterv Co Trearahilifv StnHvOCATIvr,.LEVA!TRYDElFACE

nfj Richmond, VAS Morriwifrp nnTT.T.F.T RV Rplpar Fnvironmenrqi

trv J NM FT.FVATI^TJniTTtXC

BPTH NONP. FFFTP iTn 3DEPT1

SflflPLE

UJO_

S

s

RIECOV'ERY

17/24

19/24

Ul

Q;

9111321

351315

T NTD FT 24 hrs" AP * -_ ._

DESCRIPTION

6-inches crushed rock and battery cjiips• Finn to stiff, light orange-brown, low -

to medium plastic Clayey SILT to Silty" CLAY, damp with some fine Sand and *Gravel

Becomes more Sandy

_

o0)=3

ML t(CL

,

! SYrtBOL

J l

••M

j BORING SB91-32SHEE1PROJETASKJDATE

I -*• Irmsrn S9MII4K1MCI ^

Acker AHQ ^Mm*nnp 8.25" HSA •

ELEVATION

FIELDNOTES

FillAlluvium


<

«>Woodward-Clyde Consultants WC<=CRBAT ^ No A_32


*

X1-&O

o-

5-

10-

15-

20-

25-

BORING LOGVMP TAR Rnfterv Cn Trftatahilttv StudvOCATIf -LEVA!TRYDRFACE

nfj Rinhnionri, VA-S. Mnrrissefre DPTTXED PY Rftlpar Fnvirnnmftnfal'TON NM KT.KVATTON HATTTMSPTH NONE FF,F,T ATD 2 'DEPTI

SAMPLE

LlJCLI—

S

s

RECOVERY

24/24

22/24

RESISTANCE

9151821

4S131-4

•I ND FT 24 hrs~ Ar I~

DESCRIPTION

Stiff, light orange-brown, low tomedium plastic Clayey SILT to SiltyCLAY, damp with some fine Sand and

- Gravel, 2" of fine Sand and roots ontop

=

- -

ucnID

ML tcCL

SYflBOL

?

^ H

| BORING SB91-33

SHEETPROJETASKDATERIGMETH

ELEVATION

r ! of 1wrwo WM\\4K\NTrt •*

5/79./QIAckflr AO9

nn 8.25" HSA

FIELDNOTES

Alluvium


tWoodward-Clyde Consultants WCCCRB^T ngTO No. A_33flROOOÔS

PROJECT N

SURFACE EWATER ENWATER SU

4-**•

o.UJQ

o-

c

< -—

10-

15-

20-

25-

° BORING LOGAMP C & R Ratterv Cn Trpatnhilitv SriidvOCATIfLEVA1TRYD1tFACE

•iw Richmnnd, VAS. Mnrrk^Pttft PPTTljED BY Rftlpar Fnvirnnrfrtj NM FT.F.VATjr>N T>ATTrMSPTHJ NF FF.FT ATT1 2

DEPTI

SAJ1PLE

UJa.

RA

*

RECOVERY

B

RESISTftNiCE

j NT) FT 24 hrs >ri x

DESCRIPTION

Loose, orange- brown to brown,fine-grained poorly graded Silty SAND. _

\dry with some battery chips /Crushed battery casings

ftental

uCO

SP

SYMBOL

•MB

BORING HA91-1

SHEEl

TASKDATE

METH

ELEVATION

' 1 ~r 1.rTNn S9M1 I4K1wn ^

3/72/9 1Hand snger

^n 8.25" HSA |

FIELDNOTES

Fill

FillBottom of boringat 1.75 feet

Practical refusal tohand augering at1.75 feet

•Woodward-Clyde Consultants WCCCRBAT Figure No. A-34


-t-

Q_UJa

o-

5-

10-

15-

20-

25-

BORING LOGj fP r & R Rflfterv Cn Trftntahtlirv StudyOCATIVLEVA!TRYDRFACE

ON Richmond, VAS_ Morrksftt'te npn.r,F,T> py Rftlpar Fnvirnnmflnm!'ION NM RT.KVATIONDATTrMEPTH N^NF FFFT A-rn 2 .DEPT1

SAMPLE

UJa.t-

RECOVERY

RESISTANCE

j Nn FT 24 hrs AP i—

DESCRIPTION

Loose, brown, fine-grained, poorly. graded, silty SAND, dry with trace .\crushed battery casings /" Crushed battery casings

- - - - - -

ucn

SP

SYMBOL

-

[BORING HAyi-2SHEETPROJETASKDATERIGMETH

ELEVATION

r 1 of 1"*/T* MJ^ 5?Q\rf 1 T T£* T

S /77 /Q 1Hand angpr

nn 8.25" HSA

FIELDNOTES

FillFillBottom of boringat 1.25 feetPractical augerrefusal at 1.25 feet

^Woodward-Clyde Consultants WCCCRBAT Figure No A.35flROQOUOS

11 ] I 1 t I I 1 I t I 1

anooouoe

r-

u_

LU

J***• §o *

oUJrr

pi

oro.

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P IO XO UJ

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Documents

flR000290test results, are-.. presented in "Append ij: F.J Results of the x-ray diffraction analysis of .the, min'.us tw.Q_.3i£crcn (clay-siz-e) fracti.on are presented in the x-ray