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f � a R (11011MM U1 I11%11.411011 KLpon }{aim m }i_ n \1i un borin-, Dirt-LI push tLLhniilogy %ray used to .,onipletc DI'-8 to a depth of approximatLlx 3'' tLLt hgs Horim-, DI'-O �% IS hand augered to a depth sit approxtmatLIN LIght tett hg5 to ,_,Mble -_-1OundNN.11Lr Sampling it that lmation VrliilL lliL dirLLt pwh ii- uscd on anotfLr honing DIrCLt puS11 tLLhnolor \\uS ii,Ld it) in-,tall burin<s 111'-1 tO di-pth of .rppI0\Ini,1tLl\ )0 1LLt his In addition ouL 5iniu]prohL horins {tiP-I ) V-.1, in,tal[Ld �4lth lio[low stLlu ,11WL[ to i depth Ot apptox IIIXt_]y ILLI his icy attUnpit soil and groundoatLr ,arnphjlg With the titmulpiobL Sarrtplmg d0, rIhL d11LL1 push bolN%LrL hsdraullLalk Id%JI14_Ld uStlig a 2-MLh diarnLtLr LonrLil hit I11 hit and ass{elatedpuS11 rud, VLIL ihoroughk LILanLd bLt0rL eaLh bOILholL ��as drilled using Iaholalorx-grade I non_phosphate. dLterULnt and dL-Ioni/Ld N4atLr and double-rmsint-1 with dL-ioni/ed watLr I he �imulprohe boring tNas ditl]Ld using a S1X-inch oritssdL clramLtcr continuous-flight hollow-stem augLr File augu was StLam-cleaned befoie thL horLholL N,aas drdlLd I poll Lompletion of the drilling and Sampling thL hoteho]Ls V�LrL balk filled with Portland CLIr]LIlt I'lie cLiiient was treinted into the boreholes to avoid bridging 3 2 I Soil Sampling I hL dIILU push and hand-auger Soil b0rtitp., wLrL advanced to bLlaw the depth of the groundwater table (appioxiniatek li1L ILLt blas during the hu[d L%.trvitiLsf An attLrnpt was made to LollLct Soil Samples in I • DP-1 and DP-'' at a dLptli of approxirnatLly f s IeLt in each boring using a L ahtornra-tnodifiLd split- Spoon saniplLr tittLd with thrLL clean bia„ Iincrs IIZLSC attempts were unsucLLS'iWI because of poor icLovery of thL drN looSL matLrial in thL ,amplL liners Soil SamplLS wLre collected in DP-3 at approximately f 12 15 20 28 and 30 fLct bgs in DP-4 at approximately f and 12 fLLt bgs in i)P-5 at appioxiinatLk 8 and 16 fLet hgs rn DP-6 at approximately 12 16 20, 24 28 and 32 [Let hgs in DP-7 at approximately f 12 16 20 24 28 and 36 tcLt bgs and in DP-8 at approximately 16 20 24 28 and 32 feet bgs Ilse samples collected at a depth of approximately foul feet bgs In DP-3 and DP-4 were LolleLted fioni the vadose cone in each of theSL borings Boinigs DP-5 and DP-6 wLre installLd hear the edge of I IUllt MtlL Road and were at a highLr surface Llevation than the other borings IheSc locations wLIL LhoSLn to hLttL1 LharactLrize thL subsurface between the Lxisting monitor wells and thL island dtairtagL LhannL1 on thL soutli SidL of f ight 'Ville Road Both borings wLre hand-angered to a depth of appioxtniatck Six tLet bgs becauSL of tht, LIoSe proximity of undergiound utilities No soil samples wete LollectLd from thL Band-angered intervals Ili either boring ]lie sample collected from a depth of I approximately eight tLet bgs in DP-5 was collected from t1iL vadose lone An attempt to sample the vadose /one in DP-6 was uusucLesstul because of poor recovery of the Sample Borings DP-8 and DP-9 were hand-augered to a depth of approximately six Leet bgs, which was below the water table No soil sample was Lollected from the hand-augered intervals, so no vadose zone soil sample was collected from eithLr oftllese bon rigs ( ontinuouS samples collected fiom below the water table in borings DP-7 and DP-8 were used to charaLterize the subsurface to identify sensitive soil hori/ons prior to Loliecting discrete groundwater samples Boi ing DP-9 was not extended with direct push because the subsurface ui that area had been adequately sampled and chaiacterized Ili DP-7 and DP-8 A hydropunLh tool was used in HP-1 through 1111-3 toi thL purpose of collecting thL discrete groundwater samples 1lie hydropunch tool is not contiguied for soil sampling So no soil samples were collected from these borings f lie direct push 4% Ntiw_ t� CONDOR