NCD980840409_19900401_Charles Macon Lagoon & Drum_FRBCERCLA RI_RI FS Study Interim Remedial Investigation Report - Appendices-OCR

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Monitoring Well Development Log
Pago_4_of~
Dato Started (yr/mo/day) 89/12/2 Dato Completed (yr/mo/day) 89112/2
Field Personnel, __ _.M,. • ...,H.,,A::,.R'-""D.,E.,_,R .... _____________ _
Sito Name MACON/DOCKERY
SEC Job I G-9168
Wen ID, MW-04
_X_ Upgradlenl __ powngradlent
WeatherCondltlona ___ o_V_E_R_C_A_S_T_;_C_OO_L __________ _
Air Temperature 45
Datemme Dlacharga Rote Volume Purged Water Temperature pH 12/2/89 (gpm) (gallons) ('C)
1024 2-3 10.0 15.2 6.78
1030 2-3 18.0 16.1 6.70
1040 2 25.0 16.7 6.73
1045 ., 35.0 16.9 6.70
1050 2 45.0 17.1 6.65
1100 1 55.0 16.4 6.65
1145 2 61.0 17.2 6.75
1148 2 67.0 17.4 6.62
1155 1 73.0 17.5 6.67
1454 2 80.0 16.9 6.70
Sirrine Envtronmental Consultants
P.O. Box 24000
Greenvllle, SC 29618
Total Won Depth (TWO) = ____ 6,._1,.,."'00,._,T.,.OC:x.. ________ 1_1_100_ft
Depth to Ground Water (DGW) = __ 3_6_._83_T_OC _________ 11_1oo_ft
length ol Water Column (LWC) =TWO· DGW = __ ...;2:..4::..1.:..:7c..,._ ____ 1:::.11:..:00:.:....:;ft
1 Caolng Volume (OCV) = LWC x ,652 = ___ .:.,:15::·.:..:76:_ ____ ,.a•::"°"="
5 Casing Volumaa • ___________ 78=.79=.::.. ____ .J8o:a:::llon=•
Method of Well Development __ ..:;A::.IR:..:...,L::.IFT~-----------
Total Volume of Weter Removed 110
Eh SpeclHc ConducUvlty Turbidity/Color Sand Content Remartca (Jlfflhoo/cm) (%)
50.0 2-3 5 !~!l~~_!Urbld
45.7 2-3 5 steady discharge
48.5 2-3 5
51.3 2-3 ~
52.3 2-3 5
53.4 2-3 5
54.5 2-3 5
51.9 2-3 5
54.7 2-3 5
55.7 2-3 5
COMMENTS,IOBSERVATIONS: ---"l::.n:::ll:::la::.l.!:d.:::lsc=h..:.arg=e:..:rat=e.:..:o::f:..:2~-3=9~P::.m.:..:ev=e::.nl::.u::a::l.:..:I s::l::,ow=lng=d::o::wn=.::lo~1.:...,,9~P::.ffl::.·----------------------
weldev0188
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Monitoring Well Development Log
Page_5_of~
Date Sterted (yr/mo/day) 89/12/2 Dale Completed (yr/mo/day) 89112/2
Field Peraonnel __ ..,M....._H:::A,..R.,_,D.,E"'R"----------------
Slte Name MACON/DOCKERY
SEC Job• G-9168
wan10•--"MW=...;:-G"'4 __________________ _
_X_ Upgrodlent __ Downgredlenl
Weather Condlllona ___ o_v_E_R_C_A_s_r_; c_oo_L __________ _
Air Tampentun 45 'F
Oa1emme Dlachorge Rate Volume Purged Water Temperature pH
12/2/89 (gpm) (gallons) ('C)
1500 2 90 17.1 6.73
1510 1-2 105 17.5 6.65
1520 1 110 17.8 6.73
COMMENTS/OBSERVATIONS: Steady discharge with good recovery.
weldeV0188
Sirrine Environmental Consullanta
P.O. Box 24000
Greenville, SC 29616
Total Well Depth (TWO) = ------'6"-lu,O,oO.._..TOC""''---------1-/1_00_n
Depth to Ground Waler (DGW) = 36.83TOC 1/100H ----------------
length ol Water Column (LWC) = TWO -DGW = ___ 2_4_.1_7 _____ 1_11_00_H
1 Caalng Volume (OCV) = LWC X .652 = ___ 1_5_.7_6 _____ g~■_ll_ono
5 Casing Volumes= ___________ 78~.79 _____ _.pa=llon~•
Method of Well Development ---"A"'IR"'""L"'IFT-'------------
Total Volume of Water Removed 110 gallon•
Eh Specific Conductivity Turbidity/Color Sand Content Ramarb (llfflhoa/cm) (%)
52.70 2-3 5 sllghtly turbid ·-... ....:-~
55.2 2-3 5 steady discharge
58.4 2-3 5
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------ ---- ------Monitoring Well Development Log
Page_&_of~
Dato Started (yr/mo/day) 89112/1 Dalo Completed (yr/mo/day) 89112/2
Field Poroonnel __ --M~-.. H~A--R __ D~E .. R ______________ _
Site Name MACON/DOCKERY
SEC Job • G-9168
WoOID•--'-MW-'-'--_.1 __ 0 __________________ _
_X_ Upgrodlent __ powngrodlont
Woethor Conditions SUNNY; COOL
Air Tompen,ture 50 'F
Datomme Discharge Rate Volume Purged Water Temperature pH 12/1/89 (gpm) (gallons) ("C)
1510 c1 5.0 18.2 6.52
1520 c1 7.0 19.1 6.62
1525 c1 8.0 19.1 6.54
1736 c1 12.0 15.3 6.45
1745 -· 140 16.2 6.60
1820 c1 18.0 15.9 6.62
1825 c1 19.0 17.5 6.45
•-"u~ c1 0725 22.0 13.5 6.56
0730 c1 24.0 14.3 6.60
0750 c1 27.0 13.6 6.63
Sirrine Envfronment■I Consultants
P.O. Box 24000
Grffflvlllo, SC 29616
Tolal Woll Doplh (TWD) = ----'5"'4.,..7 .... J_,,OC""'-_________ 1_11_00_ft
Deplh lo Ground Waler (OGW) = ___ 22_._5_T_OC __________ 11_1_00_ft
Length of Waler Column (LWC) = TWD • DGW = __ .,:3:::2::..1:..:5:,_ ___ .....;1::.11:..:00:::...:;ft
1 Csolng Volume (OCV) = LWC • ,652 a ___ ,:20:::-:.:96~-----"ga:::D:..:on::::•
5 Csolng Volumoa = ___________ 1:.,:0:,:4:.:,,8::.;1:._ ___ JR!="°"=s
Method of won Development ---'A-"l""R"'L"-IFT:..:. __________ _
Total Volume of Water Removed 70.0 gallon•
Eh Specific Conducllvtly Turbidity/Color Send Content Rorna,u (µmhoo/cm) (%)
213.0 3 5-10 turbid
238.0 2-3 5-10
s11gn11y turu1a
turbid
246.0 2-3 5-8
220.0 2 ,.3 sllghtly turbid
221.0 2 2-3
219.0 2 2-3
233.0 2 11-3
223.0 2 2
247,0 2 2
228.0 2 2
COMMENTS/OBSERVATIONS: _ _,;S;..l.c.ow"-'d..;.ls;;..;c;.;.h;.;.a.;.arg._e;..a;..n.;.d....;..re .. c_o_e_.ry'-.--'-ln_ll_le_l_.ly_tu'--rb_l_d...;;c;..le __ e.;.rt.;.n"'g'-u'-'p--t"'o_o;..;;n-"ly'-'-s""llg.._h.;.t ... ly._tu;.;...;.rb_l_d.;.. _H_lg,,_h_c.;:.o.;..n.;.du.;..ct=lv--lt'"y-'re..;..;..ed.;..l;..n,..9-'-s.;...cBa=lled.;..;...;;.w.;:.et.;;.e;.;.r __
had visible sheen In drum.
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--- --- -... ----1111111111 --· ---Monitoring Well Development Log
Page_7_of~
Date Started (yr/mo/day) 89/11/30 Dato Completed (yr/mo/day) 89/12/1
Fleld Porsonnel __ ..;.Maa•..;.H-"A-"R-"D'-E"-R"----------------
Slto Name MACON/DOCKERY
SEC Job• G-9168
won10•--"MW=•...a1..;.1 __________________ _
_X_Upgradlent _Downgiacllont
wea111er eonc11t1ona ___ s_u_N_N_v_,_c_L_EA_R._c_oo_L ________ _
Air Tompon,ture 45-50 'F
Date/Time Dlacharg■ Rate Volumo Purged Water TDrnperature pH 11/30/89 (gpm) (gallons) ('C)
1350 c1 5.0 17.8 7.5
1355 c1 10.0 17.2 7.25
1511 c1 15.0 18.1 7.21
1620 -· 17.0 17.0 5.55
1628 180 16.6 5.45
1635 c1 19.0 16.9 5.50
1646 c1 20.0 17.4 5.64
1~0 c1 22.0 17.1 5.77
1740 c1 25.0 16.5 5.65
Sirrine EnYlronmental Consultants
P.O. Box 24000
Greenvlfle, SC 29616
Totol Woll Depth (TWO)• ___ _.so=.Q~Q ... J.,_OC= _________ 1_,1_oo_N
Depth to Ground W■tor (DGW): 28.65TOC 11100N ----------------Length ol W■tor Column (LWC) : TWO· DGW: __ ..:2:.;1.;.;.3:.;5;..._ ___ _...;1;;../1:.;00.;..;.;N
1 Cllalng Volume (OCV): LWC x .652 = ___ 3;;.;•..;.48;:;_ ___ _.pe="°"='
5 Cllalng Vohnnea: ___________ 1_7_.40 ______ P"~"°"-'
Method ol Woll Developmont __ ..;.SW=A~B.,_1-'-Tli=E-'N-'-A_IR~U...;FT...;_ _____ _
Total Volume of W■t■r Removed 50.0 gaftona
Eh Specific Conducllvlty Turbidity/Color sand Content Remark■ (µmhoa/cm) (,C,)
~ >10 very turbid 100.0 dartc brown
46.0 4/
da ... brown >10 turbid
• 86.8 dark brown >10
77.7 3 -•o
76.2 3 >10
74.9 3 S-10
81.6 3 5-10
66.1 3 S-10
64.9 3 5
COMMENTS/OBSERVATIONS: -----------------------------------------------
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- - --- - - - - --------Monitoring Well Development Log
Page__!!_of~
Dote Slarted (yr/mo/day) 89/11 /30 Dole COmpleted (yr/mo/day) 89/12/1
Fleld Perwonnel __ ..:;M;;;:•..:.H.:aA.a:R..:;D=-'E"'R"----------------
Slte Nome MACON/DOCKERY
SEC Job II G-9168
WeOIDll_-..:.:MW=•...;1..:.1 __________________ _
_X_ Upgredlenl __ Downgrwdlenl
We■lher Condlllona ___ s_u_N_N_Y_, c_LEA __ R._c_oo __ L ________ _
Air Temperature 45-50 "F
Datamme Dlacharge Rat■ Volume Purged Water Temperature pH 12/1/89 (gpm) (gallona) ('C)
0730 c1 30.0 13.6 6.70
0746 c1 35.0 15.1 6.54
1110 c1 37.0 17.3 6.46
1117 c1 40.0 18.7 6.52
1123 c1 42.0 18.6 6.55
1340 c1 45.0 18.0 6.n
1345 c1 48.0 19.6 6.68
COMMENTS/OBSERVATIONS: Slightly turbid water alter 35.0 gallon discharge.
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Strrlne Envlronmental Coneultante
P.O. Box 24000
Greenvlne, SC 29618
Total Well Depth (TWO) • ___ __,5.,0c.,,0..,0._J,_OC,._,, _________ 1_11_oo_n
Depth to Ground Water (DGW) = 28.65 TOC 11100ft ----------------
length ol Waler Column (LWC) =TWO· DGW = ___ 2_1_.3_5 _____ ,_,,_oo_n
1 Cllalng Volume (OCV) • LWC x 1652 = ____ 3._48 _____ ~ga_n_on_■
5 Cllalng Volumea = ___________ 1 __ 7 ___ .40 _____ _.q-.c• ... llon=•
Method ol Well Development __ -=.S ... W'-'A-"B"-'1'-TH'-'-"E"'N-'-'-A"'IR----"-L'-'IFT-'-------
Tolal Volume ol Water Removed 50.0
Eh SpeclHc Conductivity Turbidity/Color Sand Cont1mt Ramart■ (µmhoa/cm) (%)
56.5 3 5 turbid
66.9 2 5 slightly turbid
60.4 2 >5
66.2 2 >5
74.3 2 >5
60.8 2 2
70.7 2 2
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Page 6
Beryllium 2.7 ug/L B p
Calcium 2690. ug/L B p
Chromium 33.700001 ug/L p *
Cobalt 9.1 ug/L B p
Copper 37.799999 ug/L p
Iron 13500. ug/L p
Lead 15.8 ug/L F
Magnesium 1470. ug/L B p
Manganese 311. ug/L p
Potassium 3950. ug/L B p
Sodium 4370. ug/L B p
Vanadium 11.5 ug/L B p
Zinc 75.099998 ug/L p
~~c::;$li,l1g:y;;. •=n~·:r1s•~.rtffl+•2:Hl+:.~; ;;:11;;;; 1;1:im:w:r:nrnrn@l!TSN1J?t®H!1!}1;1~nn12z~ux!l}J
AREA: LOWER MACON
COMPUCHEM #: 310711
FRACTION: VOLATILES
PARAMETER
1,1,1-Trichloroethane
1,1-Dichloroethane
1,2-Dichloroethene(Total)
Tetrachloroethene
Trichloroethene
COMPUCHEM #: 311193
FRACTION: METALS
PARAMETER
Aluminum
Barium
Beryllium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Nickel
Potassium
Sodium
Vanadium
Zinc
AMOUNT
4.
3.
2.
2.
2.
AMOUNT
11800.
102.
1.7
2400.
36.700001
6.
36.799999
15200.
15.4
1600.
319.
33.799999
3170.
3790.
9.8
70.800003
UNITS
ug/L
ug/L
ug/L
ug/L
ug/L
UNITS
ug/L
ug/L
ug/L
. ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
QUALIFIER
J
J
J
J
J
QUALIFIER
p *
B p
B p
B p
p *
B p
p
p
F
B p
p
B p
B p
B p
B p
p
--- -----------Monitoring Well Development Log
Page_!__ol~
Date Started (yr/mo/day) 89/12/1 Date Completed (yr/mo/day) 89/12/1
Reid Personnel __ ..::M:::·..:.H;:;A;:.:R..::D::.;E::Rc:.... _____________ _
Site Name MACON/DOCKERY
SEC Job• G-9168
wen10•_.....:::M.;.;W.:..•..:.1::.2 _________________ _
_ Upgrsdlent ... ! .. J>owngredlent
Weather Condltlona ___ s_U_N_N_Y,_c_L_EA_R_,_c_oo __ L ________ _
Air Tompersture 45 'F
Datemme Dlechxrge Rote Volum■ Purged Water Temperature pH 12/1/89 (gpm) (gallona) ('C)
1030 c1 5.0 15.0 6.20
1050 c1 10.0 16.6 5.95
1140 c1 15.0 17.3 6.20
1150 -• 20.0 18.8 6.06
1155 .. 1 25.0 18.9 6.12
1200 c1 28.0 19.2 6.13
1540 c1 32.0 17.7 6.59
1607 c1 35.0 17.8 6.60
Sirrine Environmental Consultant■
P.O. Box 24000
Greenville, SC 29618
Total Well Depth (TWO) = ___ .....,3.,2 ... 96""-T,.;OC><>< _________ 1_11_00_1t
Depth to.Ground Water (DOW)= __ 23_.65 __ TOC __________ 11_100_1t
Length ol Water Column (LWC) : TWO• DOW: ---'9 ..... 3 ... 1 ______ 1 __ 11 ... 00~lt
1 Cllalng Volume (OCV): LWC • ,652 : ___ 1 ..... ..:.5"'2 ____ _..pa""llon~•
5 Cllalng Volume■" __________ ....;7..:..5::;9;.... ____ _.pa=llon=•
Method ol Well Dewlopment __ ..:,A.::clR:.:...:LI::;FT:...;.. ___________ _
Total Volume ol Wotor Removed 36.0
Eh SpeclHc Conductivity Turbidity/Color Sand Content Remllfb (µmhoa/cm) (%)
37.5 3 >5 sllghtly turbid
41.8 2 >5
38.0 2 >5
39.8 · 2 ~~
40.6 · 2 >5
41.4 2 >5
40.2 2 _ ..
38.7 2 2-5
COMMENTS/OBSERVATIONS: Slow discharge with poor recovery. lnltlal 3-4 gallon discharge slowtng down to c1 gpm.
weldeV0188
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Monitoring Well Development Log
Dato Started (,rtmolday) 89112/1 Dato Completed (Jr/mo/day) 89112/2
Flold Poroonnol _____ M __ .... H ... A ... R ... D ... E"'R-'---------------
Slto Name MACON/DOCKERY
SEC Job t G-9168
won 10, _ _...M"'W-'-•-'1 ... 9 __________________ _
_ Upgradlenl _!_oowngradlenl
WeolhorCondltlono ___ c_L_EA_R_; C_O_L_D ___________ _
Air Temperature 40 'F
Dato/Time Discharge Reta Volumo Purged Water Temperature pH 12/1/89 (gpm) (gallons) ('C)
1722 c1 6.0 15.7 6.64
1800 c1 10.0 15.0 6.71
12/2/89
0720 -· 11.0 - -
1118 -· 12 0 15.9 6.72
1315 c1 15.0 15.6 6.n
Sirrine Envlronmentel Consultant•
P.O. Box 24000
Greenville, SC 29616
Total Well Depth (TWO)" ___ .....:4,.,S..,.00=.T,cOC,=c _________ 1_11_oo_n
Depth lo Ground Wale, (DGW). 33.74TOC 11100ft ----------------Length of Waler Column (LWC) •TWO• DGW" __ ..;1..;1.:.:.2;.:6c.... ___ .....;1;.;11c:;00;:..;.:ft
1 Cosing Volume (OCV) • LWC x .652 ,. ___ 1_._83 _____ 9~•-llon_•
5 Cosing Volumea • ___________ 9 __ .1_8 _____ ~&~•"--°"="
Method of Wen Dewlopment __ ... S ___ W __ A~B .. TWl=~C""E,"'""IN ... D ... UC ...... E""D ...... W ... A"'TE-=-R---__
AIR LIFT
Total Volume of Water Removed 15.0 g■non■
Eh SpaclHc Conductivity Turbidity/Color Sand Content Remerlca (µrnhoa/cm) (%)
220 ..,, Glnl hn.,,..,,Sn
brown >10 vary turbid
41/ dark reddish 232 "->10
..,, aarx hn,n,uSn -brown ~10
..,, Clar1l rruu1sn
223 brown >10
126.7 w/ dark reddish >10
COMMENTSIOBSERVAllONS: Vary slow discharge wHh little to no recovery. Vary turbid water wlth distinct small of organic vapors.
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.I APPENDIX H
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- ------11111!!11, --.. .. -· --
Field Data Information Log for Ground Water Sampling
Page__!__ of_!_
DIiie (yr/molday) ___ ....;;89;.;/.;.;12/=-1.;.;9'----------------
Fleld Peraonnel ___ .....,M,. • .,s .. H.,E._E._.H.,AN/T=._, SC=O._TT-IM,,.,,.H~A~R"-D~E~R _____ _
SlteName _____ _.,UaACkP"""'N/Q"""OC"""K~faBJ.1-__________ _
SECJob•-----...U::lllJIIIL---------------
Well ID• MW-01 (916!1-MW-01-1-1)
_x_Upgradlent_Downgradlenl
We-Condlllona _____ .,:c,..A.,,LM..,,.,.cP,:A.,R.,_n,,.y._o,.v,.e..,RC=A,.s..,T _____ _
AlrT1mpenture ________________ ....;;.s..L__:k.
Total w,n Dlptll (TWD)., _________ .::.54,.,.70:.:;.. ____ ....;;1,-'-100=""-
Doptll to Ground Water (DOW)., ______ ...;:;22:;.25::;a.. _____ 1..,_/.,.100=..11._
Length of W1111r Column (LWC) • TWD • DOW• __ 3~2-~45-----~1/~l~OO~ft-
1 Caalng Volume (OCV) ■ LWC • 0.85 • ---21~._1a _______ a~•-I
3 Cosing Volumeo ., 83.5 pal = Standard Evacuation Volume
Melhod of WeD Evacuation ___ .,:TE.::..FL::;ON=,::;B:..;A:.::IL:::E;.;R ________ _
lhlhod of Sample Cotlectlon __ ....;.TEFL.;;.;..;;,;ON;.;.;.B;;,;A ... I.;;;LE;;;.R ___________ _
Total Volume of Wllllr Remooed 64 pal
Sirrine Envtronm.ntal Consultant■
P.O. Box 24000
GreenYllle, SC 29818
Cealng Dlameter ____________ 4_.o ______ .....,1nc=""=:..
Cealng Material ________ TY.;.P;..E=304:;.;..;S:.;T.;.A;;.;IN.;.;L:;:E:;:SS.;:;.;:S.;.TE.::.E::;L=------
Meuurlng Point Elovallon ________ 2&_3_.4_6 ________ 1'-'/1.=.00:..fl"-
Helght of Riser (above land aurlace) ______ 3._01 _______ 1_11_oo_ft
Lend Surlace Elevallon ________ ...;;.26_0 ... •3_9 ______ _,,1/.,e100,::ult._
Screened Interval ___ ,.;35.a.•.;.0-,.;5.;.5."-0 ____________ __.1._/1"'00.....,ft
Dedicated Pump or Baller YES __ NO _!_Jype ___ _
SIMI Guard Pipe Around Cooing YES _!_NO
locking Cep YES _!_NO
Protective Polll/Abutment YES .!,_NO
wen lntegrl1y Satlatacto<y YES .l....NO -
wen Yleld LOW _MODERATE ..!JflOH --Remaru _______________________ _
RELD ANALYSES
VOWME PURGED (gallona)
TIME (mllllary)
pH(S.U.)
Eh
Sp. Cone!. (µmhOl/cm)
Water Temp. ( 'C)
TURBIDITY (1ublecQve) *
20
10:35
5.45
-
3S
15.0
alight
• (1) aear (2) Slight (3) Moderate (4) High
40 64
11:40 12:30
5.25 5.29
--
3S 3S
•• 5 .. 5
alight ollght
COMMENTS/OBSERVATIONS: -----------------------------------------------
fldlnto 10/87
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- ------- ---... ---
Field Data Information Log for Ground Water Sampling
Pago_2_ol_!__
Dato (yr/mold1y) ___ .....:;8;;.;91..;;121::.20==... _____________ _
Field Peraonnel ___ _.M,. • ..,s.,.H,..E..,E..,H,,ANIT=..:• sco= .. Il=™::.• ... H,::A._,R .. D.,.E,.,_R _____ _
Site Name _____ _..u.,4,.c,.o .. N{DOC....,...,K._E .. AY.._ __________ _
SECJob•------"'=""----------------
Won ID II MW-02 (9168-MW-02•1·1)
__ Upgradlent_x_Downgradlont
W•-Condlllon1 CLEAR, CALM
AlrTomparatura _________________ ...:,.,.,._.><.
Total wen Deplll (TWD). __________ sa~.5 ______ 11_1oo_n_
Deplll to Ground Water (DOW)• ______ _.:;;33;;.;.83;:;:.. _____ 1.,.1..,100.,._.11._
length of Water Column (LWC) • TWD •DOW• ---=2-"4."-67'-----~11~1"-00~H=
1 Cuing Vohne (OCV) • LWC x 0.65 a _____ 16 ..... 04 ........ ______ _.ga.__,I
3CaatngVohn111 ■ ___ a=.1~1 ____ aP:::•l;.;;•~S;.;;Y:::M=•m=E .... vac=uatlon==V~ot .... um=•~
... _ of Woll Evacuation ___ ..;TE=F.:LON=.:B:;;;A::.:IL;:E::.:R'----------
Mo-of Sample Collection TEFLON BAILER -----------------Tota I Volume of Wmr Removed 50
Sirrine Envtronmental Consultants
P.O. Box 24000
Greenv1Ue1 SC 29618
Caalng Diameter 4.0 Inches -------------------~~~ Casing Matortal --------'TYP=E=304:..;..:S:.;Tc;;;A:::IN.:.:L;:E;:SS=S~TE::.E:::L=------
Moe1urlng Point Elevsllon _________ 23_1_.3_9 ______ 11_1_oo_tt_
Height of Rlaer (above lsM ourflce) ______ 2._93 ______ 1"-,1'-'00-'-"-tt
ltM surface Elevation __________ 22_8·_4_8 _____ -11..,1oo=tt-
Scraened Interval ___ ..;:38=.5-..;:5;.;;8;.;;.5 _____________ 1.._11,.00=>-ft
Dedicated Pump or Baller YES __ NO _!Jype ___ _
Steel Guam Pipe ArouM Caalng YES ..!._ NO
1.ocldng Cap YES~ NO
Protective Poat/Abutmont YES ..!..NO
won Integrity Satlatactory YES ...lL.NO __
won Yield LOW _MODERATE ...!JOOH -
Remarks _______________________ _
RELD ANALYSES
VOLUME PURGED (gallona)
TIME (mtlllary)
pH(S.U.)
Eh
Sp. CoM. ( µmhOl/cm)
Waler Temp. ( 'C)
TURBIDITY (allf>ltc9w) •
15
18:00
5.8
.
-
15.0
allght
• (1) a-(2) Sllght (3) M-rata (4) High
30 45
18:35 17:20
5.5 5.5
. -
--
14.5 14 5
allght allght
COIIMENTS,IOBSERVATIONS: pH measurement• made with tndlcator paper, sp. cond. not recorded due to broken meter.
lldlnlo 10/87
-
-.. --- - --- -------Field Data Information Log for Ground Water Sampling
Pego_3_01 _a __
Dato(yr/mo/day) ___ _:;89;::l.:;12120='----------------
Flold Poroonnol ___ _,M,,,._,s.._H,.E..,E,_,H.,ANIT=..,, sc...,o.,.TT'-"-'IM"', .... H::;A.,.R..,D.,aE,_,R _____ _
SIi•-_____ _..y.,4 .. CQ .. N{D....,."'QC"""K .. EuRX._ __________ _
SECJobl'-----.ll:1111111...--------------
Won ID I MW-03 (916MIW-03-1-1)
_ Upgradlonl~Dawngrodlont
Wo-Condlllona CLEAR. CALM
AlrTompontunl _________________ ....;;•2..,_.,_.,._
Total Wea Doplll (lWD) • 50.0 1/100 II
Doplll lO Ground Watw (DOW) • -------=23:c:·.:;15,_ ____ _..1/_.,100.,,_.ft,_
ungtlt o1 Water Column (LWC) • TWD •DOW• ---=28=a·aa65:--____ _,a1l ... 1~00~11~
1 Colllng Volume (OCV) • LWC x 0.65 • _____ 17 .... 45 ..... ______ _.9~• .. I
3 Colllng Volumoo • 52.4 gel = Standard Evacuation Volume
... -ol won Evacuation ___ .,:TE.=..FL::.ON=::;BA:,l:.:L:::;E;.aR ________ _
Ma-ol Sample Colloctlon TEFLON BAILER -----------------To ta I Volume ol Water Removed 60 gal
Slnine Envtronmenlal Consultants
P.O. Box 24000
G""'"vlllo, SC 29618
Cealng Diameter 4.0 tnchee --------------------=="'-Ca a Ing Matatlal _______ TYP_E~304_S_T_A_IN_L_E_ss_s_TE_E_L-____ _
Measuring Point Elev■tlon _________ 22_0_.6_7 _____ ---11 __ 1 __ 00 __ 11~
Height ol R._ (•bo"" land aurtac:e) _______ 2._so ______ 1c.,1;.:oo..;;.;.;..11
Land Surfaca Elev■Uon ____________ 21 ... 7 .... 8 ... 7 ______ 1,../_.,100"'-'ft._
_ .... 1n ..... ■1 ___ .;;30.a;·a;.0-.;;5.a;0."'0 ____________ __,1,.,,1.,.00..,..11
Dedicated Pump or Boller YES __ NO ....&..Jype ___ _
Steel Guard Pipe Around Casing YES X NO
Locking Cap YES _!_NO
ProtocU... Poat/Abutment YES .,!_NO __
won lntagrlly SoUafactory YES .A..JIO --
won Yield LOW __ MODERATE ..!.JIIOH -
Romorb _____ -,-_________________ _
RELD ANALYSES
VOWIIE PURGED (gall-)
llME(mllltwy)
pH (S.U.)
Eh
Sp. Cond. ( flmhoe/cm)
Wallr Temp. ( 'C)
TURBIDITY (allblocU...) •
15
11:20 .
.
.
15 0
alight
• (1) aosr (2) Sllght (3) Modorsta (4) High
30 18.0 20.0
11:50 18:50 • 17:00 • . 8.88 8.00
.
. 30.5 28.9
15.0 15 4 14.7
slight turbid turbid
COMMEHTS/OBSERVATIONS: ---•.!m:::•::aa:u,:,re,::m:::ie.::n:::t,,_s.,_,rec=or:.:dod=.::.du,:,rlc::'!9=-=n.::do::.vo=lo:,,pmen=::,.t:..:on<!!...1'-'989=/.,_,12i02.=::....a:pHl=S11:c·:.:eon==d•c,me=tor=no::::t::.;tu=nct=lo:::n,:;lna:a.::o:::n..:1.::;9B:,:91::.1:.:212=0•,__ _______ _
lldlnlo 10/87
-
------.. - --· --- --- -
Field Data Information Log for Ground Water Sampling
Page ~of _a __
Sirrine Envlron1Mnlal Consultants
P.O. Box 24000
o,...,vtlle, SC 29618
Dote (yr/mo/day) ____ 89_/_12!20 _______________ _ Ceslng Diameter 4.0 lnehea --------------------"'-=-=-Reid Psraonnel ____ M.,,,..,s«H"'E"'E"'H"'A"'N/T'-"-. sco="-Il'-"'IM,,._,_H,.A,.R..,D"'E.,R _____ _ C.. Ing ll■terlal ________ TYP ____ E"--304 ..... S __ T __ A_IN __ L __ E __ SS __ S_TE __ E __ L;.... ____ _
Bite Name _____ _..y..,4.,c .. o.,NJQOC..,......,K..,F.,R.._Y __________ _ lle■aurtng Point Elevotlon _________ 184_·2_1 _______ 11 __ 1 __ oo __ n __
SECJob•-----..1o&:;ua11-_____________ _ Height ol Riser (■bow I-■umce) ______ 2._1, ______ 1:a.,1=-=oo~n
Wen ID •------------04_.._(9 __ 1_&8-MW __ -04-_1_·1.) ________ _ l■M surtec■ EJevatlon __________ 1 __ 8 ... 1.""oa ..... _____ ,.,.,_.100=" ..
_Upgradlent~Downgrlldlent Screened Interval ___ ..;4:.:.1;.;:.0-8.=l;.;:.0 ____________ _;1._11.,00""""-tt
we-Condlllons ______ c,.,L.,EA=R.._. c,.A.,_LM=----------Dedicated Pump or B■O.r YES __ NO ..JLiype ____ _
Alr Tempera1ure _________________ _,..,,__.,._ SIMI Guard Pipe Araund C..lng YES X NO
Total wen Depth (TWD) ■ _________ &""2"".90'-'---------1/ __ IOO ___ H __ Locking Cep YES ....!_NO
Deplll to Oraund Water (DOW)■ ------~38 __ .7_4 ______ 1.,./~lOO=H._ Protective Poat/Abutment YES .,.!_NO
Length of W-Column (LWC) ■ TWD. DOW" _ _..26.,._.18._ ____ -'1/.,l"'OO'-H"-wen lntegrlly Setlalactory YES ..l!,_NO --
1 Cllalng Volume (OCV) • LWC • 0.65 • --"""'17"'.0'-______ _.goce .. l WeD Yleld LOW _MODERATE ..l!JflOH _
3CllmngVolumn ■ __ _;S~1'------~g~sl~•~S~t~•M=•=-=~~E~vac=~=tl~on;.;..;.Volu=m=-e Rem■rb _______________________ _
Method of wen EvacuaUon _____ TE ____ F __ LON ______ B __ A __ IL __ E __ R ________ _
Method of Ssmple Collectlon ___ TE_F_L_ON_B_A_I_LE_R ________ _
Total Volume of W■lar RemoY11d 53 gel
RELD ANALYSES
VOWIIE PURGED (gallon■)
TIIIE (mllltary)
pH (S.U.)
Eh
Sp. Concl. ( µmho&'crn)
W■tar Temp. ( 'C)
TURBIDITY (aubfectlw) '
45
19:20
5.5
.
.
17 0
alight
• (1) a ... (2) Sllght (3) lloderala (4) High
80
14:54 •
8.70
55.7
18.9
alight
90 105
15:0CJ9 15:10'
8.73 1165
52.70 52.20
17.1 17.5
alight alight
COIIIIIENTSIOBSERVA TIONS: • measurements recorded cturtng wen development on 1989/12102. pHlsp. cond. meter not functioning on 1989/12/20.
lldlnlo10/87
110
15:20 •
8.73
58.40
•••
alight
------.. ---------
Field Data Information Log for Ground Water Sampling
Pago~ 8
Dale (yr/molday) ___ -:.89.c./-'1_2/-'-19'----------------
Flold 1'9raonnel ____ M=, S~H~E~E~H~A~N(T=· SC=O~U=™~-~H~A~R~D~E~R _____ _
Sile Name _____ ...... u..,4 ... co...,NJQOC""'"""'K"'F.,R.1.J __________ _
SEC Job. _____ _..,...,..,__ _____________ _
won ID• MW-10 (9168-MW-11).1-1)
_Upgradlent~Downgradlent
w .. 111er eondl------""c"'A"'LM,""""r.cA,.RJL...,..x'"'o""v,.,e .. BC=A,,.s ... 1 _____ _
AlrTomp■nlura _________________ _:--._;x.
Total won Deplll (TWD) ■ _________ sr=.35"'-------"1,-'100=11 ....
Dep111 to Ground Waler (DOW)• -------'-38--.4-"9 ________ 1,.1.,1oo=ft._
Length ol W■1er Column (LWC) • TWD •DOW• _ _,,20,,,.::::ae,_ ____ ....:.11.,1::::00 .. 11..._
1 C:111lng Volume (OCV) • LWC 1 0.18 • --~3-~40,_ ______ _.pi;;;•a.1
3C■alngV-■ ___ 1_0~.2_1 ____ ~p~•l~=-S~lt~M=•~~-Ea.vac ...... u~■-tlon __ ~_1um __ •
Method ol Well EVllcu■tlon ____ TEFL=-ON=_B_A_,IL:;::E_R ________ _
Method of S■mplo Collecllon ___ TEF_L_ON_B_A_I_LE_R ________ _
Toltl Volume of Wmr Removed 12 al
Sirrine Environmental Conauh■nte
P.O. B01 24000
o,...,v111o, sc 296UI
C:Ulng Dlometor _____________ 2._o ______ -"l;.:;nc:;he=-•
Cooing M■t-1 ______ _cTYP ____ E.;;.304;;.a..S;;.Tc..A.aalN ... LaaE;..;;S.a.S..aSaaTE=ELa.... _____ _
Mouurlng Point Elev■tlon _________ 26_5._5_1 _...., ___ _,_1/aa1.a.OO;;.ll"-
Holght ol Rl-(■bow I-■u-) ______ 2._1_5 ______ 1_11_00_11
l.eM 5'1Tf■co EleV11tlon __________ 26_3_·3_6 ______ 1_../.,_,100cuh._
Scr9o,NHI Interval ____ 4 __ 7 __ .35-----'S7_ ..... 35'--------------l""{t..,OO-h
Dodlc■tod Pump or Baller YES _NO ...!.Jypo ___ _
S ... I 0-Pipe Around CUlng YES X NO
Locking C■p YES _!_NO
Protectlw Po■t/Abtl-t YES ..JL.NO __
w,n Integrity Satloltctory YES ...lL.NO -
Won Yleld LOW ...JL MODERATE __ HIGH --Ro,n ________________________ _
FIELD ANALYSES
VOLUME PURGED (gaUona)
TIME (mll!Wy)
pH(S.U.)
Eh
Sp. Cond. (µmhoa/cm)
Water To,np. ( 'C)
TURBIDITY (aubjecffw) •
0
18:10
5.54
325
15 n
ollght
• (1) aear (2) Sllght (3) Moderate (4) High
COMMENTS/OBSERVATIONS:
fkllnlo 10/87
4
18:30
5.48
•••
15.0
allghl
8 12
18:40 18:59
5.45 5.54
••• 324
15 0 15 0
allghl alight
-
---.. -.. -----------
Field Data Information Log for Ground Water Sampling
Sirrine Envtronmental Conoultanlo
P.O. Box 24000
Greenvllle, SC 29618
Date (yr/mo/clay), ___ ....;:8:.::9:.:11.=21c.:.19:..... _____________ _ Ceolng Dlamallr. _____________ ...:;2:;;.o;..._ ____ ....::;lnc:.::he=•
Reid Po,.onnel, ____ ,,,M'-'. S,::Hc,,Eo,E,:.H,,,A,.,NIT=, _,,sc,.o,.TT....,_IM,,,,..,He,A:,:.R:..,D:,E"-'R'-------Cnlng Materlal ________ TYP:..:.:...=E"'3::::04~S::.T:.:A;::IN:.:.L:;:E:,SS:::..:S:.:TE=E.:.L _____ _
SIII Name _____ _.,MKA~C~OwNIO""'OC"""K~E~RuY-----------Mo■ourlng Point Elevatlon _________ .::;27...::1...::.9...::2;..._ ____ ..:1:.:11:.::00::..:.:.H
SEC Job., _____ _..,,....,._ ____________ _ Height of Rlnr (■boVII land ourleco) _______ 2._48 ______ 1;;./.;.;100'-'--"-ft
WeRID• MW-11 (9168-MW-11-1-1) UM Surtac■ Elevallon __________ 26=9...::.4:.:4 _____ _.1/c,.1,eOO._lt..._
_Upgradlenl~Dawngradlenl Screened lntervu ----'~=·0-c.:s:.:o::.::.oa-____________ 1 .. 11.,_,00=1t
We■lher Cond1Uon1 CALM. PARll. Y OVERCAST Dedicated Pump or Baller YES __ NO ...LJype ___ _
AlrTempanlUN _________________ ......;....__.,._ SINIOuanlPlpeAloundCnlng YES ..!._NO
Tolll Weft Depth (TWD) • _________ ..;50.;.;"""o _____ -'1'-,1-'-oo _____ H Locking Cap YES __!_ NO
Depth lo Ground Water (DOW)• ______ ...,:.28::-:.:.74;:_ ____ _.J/w.1,oOO'-lt"-ProtacllVII POii/Abutment YES ...!._ NO
Lenglh of W-Column (LWC) • TWD. DOW• _ __.23 ... .._28.__ ____ __,1/'-'1"'00'-H'-'-wan lntegrlly Slll■lactory YES ...lL.NO -
1 Calling Volurne (OCV) n LWC • 0.18 ■ __ _:;;1:.:.n;;;._ ______ _.qa._1 Wall Yleld LOW ..JL.MODERATE __JflGH _
3CaungVolumeon ___ ~11:.:..1::.::8;..._ ___ ~q~a:.:12~S::.l:.::aM=anl=E~vac=u=:•aall:.::on:.:.c.:.V:.::ol:.::um=-e Ramaru _______________________ _
Method of Well Evacuation ____ TEF=.:L:.::ON;.a..;;Ba.A;;.;ILaaE;;.;Ra---------
llethod of SampteColloctlon ___ TE_F_LON __ B_A_ILE_R ________ _
Tolll Volume of Wlllf Ramoved 12 gal
RELD ANALYSES
VOLUIIE PURGED (gaffona)
TIME (mlllllry)
pH (S.U.)
Eh
Sp. Cond. (µrnhoa/cm)
Water Tamp. ( 'C)
TURBIDITY (oubjoctlVII)'
4
09:50
8.25
70
14 0
ulgh1
• (1) Clo■r (2) Sllghl (3) Moderate (4) High
8 12
10:30 10:50
11.10 5.75
.... ""
13.0 130
ulgh1 might
COMMENTS/OBSERVATIONS: -----------------------------------------------
fldlnlo 10/87
-
--- ------------- --Fleld Data Information Log for Ground Water Sampling
Page ..!.....2.f 8
Dato (,rhno/day) ___ ...::;89:::f.:.:1212=1'----------------
Flolcl Poraonnol ____ Mc:...:, S,,,H.,,E,.,E-.H::.A,_,N/T=· sco=.._n: ..... {M,. .... H .. A.,_R.,.D"'E"'R _____ _
Sito -_____ _..M..,4 .. c .. o.,NJD..,..oc.....,K..,F.,R.._y __________ _
SECJob•-------"""-'118..---------------
Wen ID II IIW-12 (9168-MW-12-1/2)
_Upgradlont_x_Downgradlont
We..,_ Condlllona CALM. PARTU OVERCAST
AlrTemporatura _________________ ..... -2...,.__.,._
Total wea Depa. (TWD) ■ _________ 3 __ 2"".ff7 ______ 1,_1oo_n_
Depa. to Ground Weter (DGW) ■ ______ ...:;22::,.48;;.:;.. _____ ],u.l.:.,100"'-"-ft
LangtllofWoterColumn(LWC) ■TWD• DGWa _ __.10.,..._..19'------"1/_.1""00'-'H"-
1 CHlng Volume (OCV) ■ LWC x 0.16 " _____ 1"".63...,. ______ _.A,.• ... I
3CoalngVolumn= ___ 4~.~89;_ ___ __.p~•l~=~S~la~nda=~~~E~vac=u~a~t~~n"-'-V~=•m;.;;..;..•
Method of Woll EvacuaUon ____ TE ____ F~LON __ B_A_ll~E_R ________ _
Method of Sample Colloctlon ___ TEF_L_ON_B_A_I_LE_R ________ _
Tola! Volume of Water Removed 7 al
Sirrine Em,fronmenlal Conoullanto
P.O. Box 24000
Greenville, SC 29618
Cooing Diameter 2.0 lnchH -------------------~-'---~ Cooing Malarial _______ TY_P_E_304_S_T_A_IN_LE_ss_s_TE_E_L _____ _
Mouurtng P~nt Elev■Uon _________ 11_1_.9_8 ______ 11_1_oo_n_
Height of Rio., (above land oUTlaco) ______ 1_._95 ______ 1_11_oo_n
Land SUrt■ce Elov■Uon 170.03
-Hid Interval 22.97-32.96
Dodlcotod Pump or Boller YES __ NO ..lL.Jypo ____ _
StNI Gu■~ Pipe Around Co■tng YES .1L. NO
locking Cop YES _!_NO
ProtocU.. Poat/Abutment YES .!,_NO _
won lntegrlty S■tlelaetory YES .,!_NO --
won Yield LOW .!,_MODERATE ___tflGH -
]IIOOft ,,,oo ft
Remarks _______________________ _
RELD ANALYSES
VOLUME PURGED (g■II-)
TIIIE (mflllery)
pH(S.U.)
Eh
Sp. Concl. ( µmhoe/cm)
Weier Temp. ( 'C)
TURBIDITY (■ubjoctlve) •
25
11:55°
6.12
40.8
18.9
ollght
• (1) aoer (2) Sllght (3) Moderate (4) High
28
12:00 •
8.13
A1A
19.2
ollght
32 35
15:40 • 16:07 •
8.59 660
40.2 38.7
t?T 178
ollght ollght
COMMENTS/OBSERVATIONS: _ _:".JMllllUlllllYTIUIUllW!lll!IJDWIILIJlgcordlliR11111ml11.11dU111rfng01111uDmuQ_.d111.0yellllllRi1.1PIDl1U11!11Dl.aRD1111..lu989ow{.1Al2fPi;wl"°, _..p11JH{ult11P._,eo....,nd111,.1mw1 .. tM111..<DRD<LI fuuwncfl,....ona.w.lD9.._.on..._.J .. 989..,.{1u2t .. Zul---------
ftdlnlo 10/87
-
------.. --· -- ---- - --Field Data Information Log for Ground Water Sampling
Slrrlne Environmental Consultant•
P.O. Box 24000
Pege~I 8 Oreenvme, SC 29818
Dela (yr/mo/day), ___ .....:8;:a91:..:1.::2fc.:.19:_ _____________ _ Caalng Dlametar, -------------=2.::.0 ______ ~lnc=""=
Reid Peroonntl, ____ .,,M,"'S"'H"'E.,E,,_He::AN/T..,_..._, ::1.SCOJI>:><....,_IM,,,,..,HceA:,,R,.,Dc,E"'R'------Caalng Motorlal ______ ....;TYP:..:..:..::E..:3:::;04::..S:::T:..:A::IN:.:.L:::E:::SS=:..:S:..:TE=E.::l _____ _
Slle Name _____ .....,M..,4..,co...,NJDOC...,....,K,..1;..,euY-----------Meaaurlng Point Elevation _________ 23_6·_89 ______ ..:1:..:11.::00::..:.:.ft
SECJobiJ•------"""'111A.---------------Height ol Rleor (obovo land eurlece) _____ ....;1.;.;.!le..;... ______ 1;:;.11.:..:00;.:..;.;.n
Wen ID IJ, -------'-=-'•1..:9_.(9:..:1..:68-=MW=•1.:..:~:.;.1:.;.•.:.i11'----------Lond Surface Elavallon _________ ::.23:..4:::.9::3'-------.1!1'~1001!!!.ll.ft
_upgnc11ent2_Downgradlent Scr-ted Interval ----'34=.78..:.;;-4;:;5-..:00;:;.... ____________ J.._11:.,00"'-"-ft
W-■lher Condlllona CALM. PARJ\Y OVERCAST Dadlcoted Pump or Boller YES __ NO ....!Jype ___ _
AlrTomperature _________________ _.-_.,._ SIMI Guard Pipe Around Cooing YES ..!....NO
Total won Dopth (TWD) • -----------"""·""o _____ --1 __ 11-'oo'----n Locking Cap YES _!_NO
Doplh to Ground Woter (DOW)• ______ .....:33:::-:::'5=------"1/c,1,eOO'-'ft"-Prolecllvo PooVAbutmenl YES ..!....NO _
Longtll ol W-Column (LWCI • TWD • DOW • _ ___,1..:.1 ·o::55._ ____ ___,1/'-'1-"00:..ftaa. wan Integrity Sllllotactory YES JLllO --
1 Cooing Volume (OCV) • LWC • 0.19 • __ ,_;.1-;;;85 ________ _.q'-'e..,1 We0 Yleld LOW ...!....MODERATE --1'10H _
3 Cooing VolumN • 5.54 gal 2 Standard Evacuation Volume Rornorko _______________________ _
Method ol wen Evacuation TEFLON BAILER
Method ol Sample Collectlon ___ TEFL __ ON __ B_A_ILE_R ________ _
Total Volume ol Wetar Removed 18 al
RELD ANALYSES
VOLUME PURGED (gall-)
TIME (mllltary)
pH(S.U.)
Eh
Sp. Cond. ( l'mhoa/cm)
Wolor Tornp. ( 'C)
TURBIDITY (oubfecllvo)"
12
18:00
9.05
347
11.0
moderate
• (1) a-(2) Sllghl (3) Moderole (4) High
14 18
18:15 18:30
8.03 8.02
'HT 335
15.0 14.0
moderate moderate
COIIMENTS/OBSERVATIONS: _....cFYJ11PIIIIIID1liPUlllll.UlendedlOlll11P.JbtY11UPOsl11mr..;51Jl~•11Jll111IUYPIIWIYwmt1DU1I..UI01'Q[der1Z11111LJla0.11roZJad111ucelilU1V11Wrbfdllllll'Y1L..-----------------------
fldlnlo 10/87
-
I
I
I
I
I
I
,I APPENDIX I
I
I
I
I
I
I
I
I
I
I
I
I
------
SUMMARY Of FIELD PERMEABILITY TEST RESULTS
SLUG TEST ANALYSIS· MODIFIED BOUIIER·RICE METHOD
ti tent: IIACOII/DOCKERY
Location: CORDOVA, NC
Job Numer: G9168 Analysis Dote: JAN 11, 1990
Porosity of the sand pack D.3D
Well
-
Numer Rc(ftl Rc'(ftl Le(ft) Rw(ftl Le/Rw Lw(ft) H(ft)
NW·10ra 0.083 D.083 1D.DO 0.417 23.98 21.29 90.0
1411·10rb 0.083 0.083 10.00 0.417 23.98 21.29 90.0
1411·10fa 0.083 0.083 10.00 0.417 23.98 21.29 90.0
1411·10fb 0.083 0.083 10.00 0.417 23.98 21.29 90.0
1411·11r 0.083 0.083 10.00 0.417 23.98 23.64 100.0
1411·111 0.083 0.083 10.00 0.417 23.98 23.64 100.0
1411·12r 0.083 0.083 10.00 0.417 23.98 10.33 55.0
1411·121 0.083 0.083 10.00 0.417 23.98 10.33 55.0
1411· 19r 0.083 0.083 10.00 0.417 23.98 11.75 75.0
1411·191 0.083 0.083 10.00 0.417 23.98 11 .75 75.0
-
A
2.2DO
2.200
2.200
2.200
2.200
2.200
2.200
2.200
2.200
2.200
--- -- ---
B C Yo(ftl Yt(ftl t(sec) K(ft/sec) K(ft/day) K(cm/sec) T(gpd/ftl
0.400 1.750 1.046 0.561 600.00 7.83E·07 0.07 2.39£·05 46
0.400 1.750 1 .199 0.462 960.00 7.49£·07 0.06 2.28£·05 44
0.400 1.750 1.438 0.696 600.00 9.12E·07 0.08 2.78£·05 53
0.400 1.750 1.405 0.352 1080.00 9.671:·07 0.08 2.95E·05 56
0.400 1.750 1.227 0.500 720.00 9.52E·07 0.08 2.90£-05 62
0.400 1.750 1 .438 0.369 1200.00 8.66£-07 0.07 2.64E·05 56
0.400 1.750 0.164 0.047 540.00 1 .56E·06 0.13 4. 74E·05 55
0.400 1.750 0.297 0.145 600.00 8.03E·07 0.07 2.45E·05 Z9
0.400 1.750 1 .298 0.153 360.00 4.05E·06 0.35 1 .23E·04 196
0.400 1. 750 1 .574 0.128 480.00 3.571:·06 0.31 1 .09E·04 173
-------- -------- - --
SU4MART OF FIELO PERMEABILITY TEST RESULTS
SLUG TEST ANALYSIS• MOOIFIEO BOUIIER·RICE METKOO
Cl lent: MACON/OOCKERT
locatfon: COIWOVA, NC
Job Nuit>er: 69168 Analysis Date: JAN 11, 1990
Porosity of the sand pack 0.30
Well
NU'lt>er Rc(ft) Rc'(ft) Le(ftl Rw(ft) Le/Rw Lw(ft> K(ft) A B C To(ftl Tt(ft) t(sec) K(ft/sec) K(ft/day) K(Clll/sec) T(gpd/ftl
••s:sau• ............... •=•••=• •••••••••••••• ••==••· ••=•=•• ··••=• ••=••= •=•==• ••===== •=====• ··••==•• ···••=••· •=======• •====••·· ••=•=•==•
MV·10fb 0.083 0.083 10.00 0.417 23.98 21.29 90.0 2.200 0.400 1.750 1.405 0.352 1080.00 9.67E-07 0.08 2.95E·05 56
MV·10rb 0.083 0.083 10.00 0.417 23.98 21.29 90.0 2.200 0.400 1.750 1.199 0.462 960.00 7.49E-07 0.06 2.28E-05 44
MV·11fb 0.083 0.083 10.00 0.417 23.98 23.64 100.0 2.200 0.400 1.750 1.058 0.200 600.00 2.12E·06 0.18 6.46E-05 137
MV·11rb 0.083 0.083 10.00 0.417 23.98 23.64 100.0 2.200 0.400 1.750 1.592 0.457 1680.00 5.67E·07 0.05 1. 73E·05 37
M\l· 12re 0.083 0.239 10.00 0.417 23.98 10.33 55.0 2.200 0.400 1.750 0.419 0.015 240.00 7.72E-05 6.67 2.35E·03 2,742
MV·12rb 0.083 0.083 10.00 0.417 23.98 10.33 55.0 2.200 0.400 1.750 0.164 0.047 540.00 1 .56E·06 0.13 4.74E·05 55
MV·12fa 0.083 0.239 10.00 0.417 23.98 10.33 55.0 2.200 0.400 1.750 0.736 0.109 180.00 5.90E·05 5.10 1 .80E·03 2,097
MV·12fb 0.083 0.083 10.00 0.417 23.98 10.33 55.0 2.200 0.400 1 .750 0.297 0.145 600.00 8.03E·07 0.07 2.45E·05 29
MV·10ra 0.083 0.083 10.00 0.417 23.98 21.29 90.0 2.200 0.400 1.750 1 .046 0.561 600.00 7.83E·07 0.07 2.39E·05 46
MV•10fa 0.083 0.083 10.00 0.417 23.98 21.29 90.0 2.200 0.400 1.750 1.438 0.696 600.00 9.12E·07 0.08 2. 78E·05 53
MV·11re 0.083 0.083 10.00 0.417 23.98 23.64 100.0 2.200 0.400 1.750 1.227 0.500 720.00 9.52E·07 0.08 2.90E·05 62
MV·11fa 0.083 0.083 10.00 0.417 23.98 23.64 100.0 2.200 0.400 1.750 1.438 0.369 1200.00 8.66E·07 0.07 2.64E·05 56
MV·19ra 0.083 0.083 10.00 0.417 23.98 11. 75 75.0 2.200 0.400 1.750 1.298 0.153 360.00 4.05E·06 0.35 1 .23E·04 196
MV·19fa 0.083 0.083 10.00 0.417 23.98 11 .75 75.0 2.200 0.400 1.750 1.574 0.128 480.00 3.57E·06 0.31 1 .09E·04 173
MV·19fb 0.083 0.083 10.00 0.417 23.98 11 .75 75.0 2.200 0.400 1.750 1 .389 0.133 540.00 2.96E·06 0.26 9.03E·05 144
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MACON/DOCKERY CORDOVA, NC
SLUG TEST FOR WELL MW-10
Yt(FT)
10
"'--
1 -. ' . ' -• • ' • . '
'
0.1
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
TIME (MINUTES)
MODIFIED BOUWER-RICE METHOD
DATE: 17 JANUARY 1990
-------------------
MACON/DOCKERY CORDOVA, NC
SLUG TEST FOR WELL MW-10
Yt(FT)
10
• ~
1 -• -• ' -• -. '
'
0.1
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
TIME (MINUTES)
MODIFIED BOUWER-RICE METHOD
DATE: 17 JANUARY 1990
-------------------
MACON/DOCKERY CORDOVA, NC
SLUG TEST FOR WELL MW-10
Yt(FT)
10
•
1
.. .........
0.1
0
•
1 2 3
MODIFIED BOUWER-RICE METHOD
DATE: 17 JANUARY 1990
•
4 5 6 7
TIME (MINUTES)
• •
8 9 10
-------------------
MACON/DOCKERY CORDOVA, NC
SLUG TEST FOR WELL MW-10
10
1
0.1
0
Yt(FT)
\... ........
1
••••••••••• • • •
2 3
MODIFIED BOUWER-RICE METHOD
DATE: 17 JANUARY 1990
• -• -•
4 5 6 7
TIME (MINUTES)
• --
8
• •
9 10
-------------------
MACON/DOCKERY CORDOVA, NC
SLUG TEST FOR WELL MW-11
Yt(FT)
10
• ...... . ... •
1 • ' -• • •
' '
0.1
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
TIME (MINUTES)
MODIFIED BOUWER-RICE METHOD
DATE: 17 JANUARY 1990
-------------------
MACON/DOCKERY CORDOVA, NC
SLUG TEST FOR WELL MW-11
Yt(FT)
10
I',,_
1 ~ • • -• • -. • -• • • •
• •
0.1
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
TIME (MINUTES)
MODIFIED BOUWER-RICE METHOD
DATE: 17 JANUARY 1990
------~------------
MACON/DOCKERY CORDOVA, NC
SLUG TEST FOR WELL MW-12
Yt(FT)
10
1 •
.,.
0.1
0
' -. -··-•• ••••
• ' •
1 2 3
MODIFIED BOUWER-RICE METHOD
DATE: 17 JANUARY 1990
' • • •
4 5 6 7
TIME (MINUTES)
• ' •
8
' • '
9 10
MACON/DOCKERY CORDOVA, NC
SLUG TEST FOR WELL MW-12
Yt(FT)
10
1
0.1
0.01
0
'I.
' •• •• • •••••• ••••• •
1 2 3
MODIFIED BOUWER-RICE METHOD
DATE: 17 JANUARY 1990
4 5 6
TIME (MINUTES)
7 8 9 10
-·--•-- - - -I-- - - - - -,. - - -
MACON/DOCKERY CORDOVA, NC
SLUG TEST FOR WELL MW-19
Yt(FT)
10
~
1
0.1
0
'···· ... , •••
1
·•-
•
' •
2 3
MODIFIED BOUWER-RICE METHOD
DATE: 17 JANUARY 1990
•
•
4 5 6
TIME (MINUTES)
• '
7
• ' •
8
' •
9 10
-,. -·-- - - -i-- - ----,_ - - -
MACON/DOCKERY CORDOVA, NC
SLUG TEST FOR WELL MW-19
Yt(FT)
10
1
0.1
0
•• • • • . -. -• • • . -
1 2
MODIFIED BOUWER-RICE METHOD
DATE: 17 JANUARY 1990
-
•
•
3 4
TIME (MINUTES)
•
•
5
•
6
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rm111s1RRINE WK.' :\El!! t;; ' 111111 ENVIRONMENT AL
tts:~llcoNSUL TANTS
WATER LEVEL DATA SUMMARY
PROJECT MACON/DOCKERY . JOBNUIIBER G-9168
LOCATION RICHMOND COUNTY, N.C. DATE 10/23/89
CLIENT MACON/DOCKERY STEERING COMMITTEE IIEASURED BY MARK HARDER
MICHAEL SHEEHAN
SURVEY DA TUii NAO 27 FOR STATE PLANE COORDINATE SYS.
IIEASURING DEVICE ELECTRIC WATER LEVEL INDICATOR
IIEASURING POINT
WELL DEPTI1TO ELEVATION OF
NUIIBER DeocrtpUon ElevoUon (Fl) WATER (Fl) WATER (Fl) COMIIENTS
MW-01 TOC 263.46 23.20 240.26
MW-02 TOC 231.39 36.27 195.12
MW-03 TOC 220.67 25.79 194.88
MW-04 TOC 184.21 39.45 144.76
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WATER LEVEL DATA SUMMARY
PROJECT MACON/DOCKERY JOB NUMBER G-9168
LOCATION RICHMOND COUNTY, N.C. DATE 11/3/89
CLIENT MACON/DOCKERY STEERING COMMITTEE MEASURED BY M.SHEEHAN
SURVEY DATUM NAO 27 FOR STATE PLANE COORDINATE SYS.
MEASURING DEVICE ELECTRIC WATER LEVEL INDICATOR
MEASURING POINT
WEU. DEPTitTO ELEV A TlON OF
NUMBER De1crlpUon ElevoUon (FT) WATER (FT) WATER (FT) COMMENTS
MW-10 TOC 265.51 38.40 227.11
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PAGE 3 OF 17
WATER LEVEL DATA SUMMARY
PROJECT MACON/DOCKERY JOB NUMBER G-9168
LOCATION RICHMOND COUNTY, N.C. DATE 11/6/89
CLIENT MACON/DOCKERY STEERING COMMITTEE MEASURED BY M.SHEEHAN
SURVEY DATUM NAO 27 FOR STATE PLANE COORDINATE SYS.
MEASURING DEVICE ELECTRIC WATER LEVEL INDICATOR
MEASURING POINT
WELL DEPTIITO ELEVATION OF
NUMBER DeacrtpUon ElevaUon (FT) WATER(FT) WATER (FT) COIIMEHTS
MW-10 TOC 265.51 38.80 226.71
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WATER LEVEL DATA SUMMARY
PROJECT MACON/DOCKERY JOB NUMBER G-9168
LOCATION RICHMOND COUNTY, N.C. DATE 11ni89
CLIENT MACON/DOCKERY STEERING COMMITTEE MEASURED BY M.SHEEHAN
SURVEY DA TUii NAO 27 FOR STATE PLANE COORDINATE SYS.
MEASURING DEVICE ELECTRIC WATER LEVEL INDICATOR
MEASURING POINT
WELL DEPlllTO ELEVATION OF
NUMBER Deacrtpllon ElevaUon (FT) WATER (FT) WATER (FT) COMMENTS
MW-10 TOC 265.51 38.75 226.76
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PAGE 5 OF 17
WATER LEVEL DATA SUMMARY
PROJECT MACON/DOCKERY JOB NUMBER G-9168
LOCATION RICHMOND COUNTY, N.C. DATE 11/14/89
CLIENT MACON/DOCKERY STEERING COMMITTEE MEASURED BY M.SHEEHAN
SURVEY DA TUM NAO 27 FOR STATE PLANE COORDINATE SYS.
MEASURING DEVICE ELECTRIC WATER LEVEL INDICATOR
MEASURING POINT
WELL DEPTH TO ELEV A l10N OF
NUMBER DeacrlpUon EJovaUon (FT) WATER (FT) WATER(FT) COMMENTS
MW-11 TOC 271.92 30.61 241.31
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PAGE 6 OF 17
WATER LEVEL DATA SUMMARY
PROJECT MACON/DOCKERY JOBNUIIBER G-9168
LOCATION RICHMOND COUNTY, N.C. DATE 11/20/89
CLIENT MACON/DOCKERY STEERING COMMITTEE MEASURED BY M.HARDER
SURVEY DA TUii NAO 27 FOR STATE PLANE COORDINATE SYS.
MEASURING DEVICE ELECTRIC WATER LEVEL INDICATOR
MEASURING POINT
WELL DEPTH TO ELEV A TlON OF
NUMBER De1crtpUon Elevation (FT) WATER(FT) WATER (Fl) COMMENTS
MW-01 Tnr-263.46 ft. ft• 238.62
MW-02 TOC 231.39 ....... ~ 194.94
MW-03 Tnl' 220.67 ft. ftft 194.79
MW-04 TOC 184.21 39.63 144.58
MW-12 TOC 171.98 25.62 146.06
MW-19 TOC 236.89 36.14 200.75
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PAGE 7 OF 17
WATER LEVEL DATA SUMMARY
PROJECT MACON/DOCKERY JOBNUIIBER G-9168
LOCATION RICHMOND COUNTY, N.C. DATE 11/30/89
CLIENT MACON/DOCKERY STEERING COMMITTEE IIEASURED BY M.HARDER
SURVEY DA TUii NAO 27 FOR STATE PLANE COORDINATE SYS.
IIEASURING DEVICE ELECTRIC WATER LEVEL INDICATOR
IIEASURING POINT
WELL DEPTllTO ELEVATION OF
NUIIBER DeacrlpUon ElevaUon (FT) WATER(FT) WATER (FT) COMMENTS
MW-01 TDC 263.46 n• ft• 238.62
MW-02 TOC 231.39 ~6.45 194.94
MW-03 T,..,.. 220.67 ~CDG 194.79
MW-04 TOC 184.21 39.63 144.58
MW-12 TOC 171.98 25.62 146.06
MW-19 TOC 236.89 36.14 200.75
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PAGE 8 OF 17
WATER LEVEL DATA SUMMARY
PROJECT MACONIOOCKERY JOBNUIIBER G-9168
LOCATION RICHMOND COUNTY, N.C. DATE 12/1/89
CLIENT MACON/DOCKERY STEERING COMMITTEE IIEASURED BY C. ROWAN
SURVEY DA TUii NAO 27 FOR STATE PLANE COORDINATE SYS.
IIEASURING DEVICE ELECTRIC WATER LEVEL INDICATOR
IIEASURING POINT
WEU. DEPTIITO ELEVATION OF
NUIIBER De1crlpUon ElevaUon (FT) WATER(FT) WATER (FT) COMIIENTS
MW.Q1 TOC 265.51 39.58 225.93
MW-12 TOC 171.98 25.95 146.06
MW-19 TOC 236.89 36.42 200.47
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PAGE 9 OF 17
WATER LEVEL DATA SUMMARY
PROJECT MACON/DOCKERY JOBNUIIBER Q-9168
LOCATION RICHMOND COUNTY, N.C. DATE 12/2/89
CLIENT MACON/DOCKERY STEERING COMMITTEE MEASURED BY C. ROWAN
SURVEY DA TUii NAO 27 FOR STATE PLANE COORDINATE SYS.
MEASURING DEVICE ELECTRIC WATER LEVEL INDICATOR
MEASURING POINT
WELL DEPTH TO ELEVA 110N OF
NUMBER Deacrlptlon ElavaUon (FT) WATER (FT) WATER(FT) COMMENTS
MW--02 TOC 231.39 36.75 194.64
MW--03 TOC 220.67 26.10 194.57
MW--04 TOC 184.21 39.93 144.28
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PAGE 10 OF 17
WATER LEVEL DATA SUMMARY
PROJECT MACON/DOCKERY JOBNUIIBER G-9168
LOCATION RICHMOND COUNTY, N.C. DATE 12/8/89
CLIENT MACON/DOCKERY STEERING COMMITTEE MEASURED BY MARK HARDER
MICHAEL SHEEHAN
SURVEY DA TUii NAO 27 FOR STATE PLANE COORDINATE SYS.
MEASURING DEVICE ELECTRIC WATER LEVEL INDICATOR
MEASURING POINT
WELL DEPTH TO ELEVATION OF
NUMBER DeacrtpUon Elavallon (Fl} WATER (FT) WATER (FT) COIIIIENTS
MW--01 TOC 263.46 25.96 237.50
MW--04 TOC 184.21 39.93 144.28
MW-10 TOC 265.51 39.58 225.93
MW-11 TOC 271.92 31.52 240.40
MW-12 TOC 171.98 25.85 146.13
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PAGE 11 OF 17
WATER LEVEL DATA SUMMARY
PROJECT MACON/DOCKERY JOBNUIIBER G-9168
LOCATION RICHMOND COUNTY, N.C. DATE 12/7/89
CLIENT MACON/OOCKERY STEERING COMMITTEE MEASURED BY MARK HARDER
MICHAEL SHEEHAN
SURVEY DA TUii NAO 27 FOR STATE PLANE COORDINATE SYS.
IIEASURINO DEVICE ELECTRIC WATER LEVEL INDICATOR
MEASURING POINT
WELL DEPTIITO ELEVATION OF
NUMBER DeacrlpUon Elevation (FT) WATER(FT) WATER (Fl} -COIIIIENTS
MW.C2 TOC 231.39 37.05 194.34
MW.C3 TOC 220.67 26.22 194.45
MW-19 TOC 236.89 36.58 200.31
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WATER LEVEL DATA SUMMARY
PROJECT MACON/DOCKERY JOBNUIIBER G-9168
LOCATION RICHMOND COUNTY, N.C. DATE 12/18/89
CLIENT MACON/DOCKERY STEERING COMMITTEE IIEASUREDBY MARK HARDER
MICHAEL SHEEHAN
SURVEY DA TUii NAO 27 FOR STATE PLANE COORDINATE SYS.
IIEASURING DEVICE ELECTRIC WATER LEVEL INDICATOR
IIEASURING POINT
WELL DEPTH TO ELEVATION OF
NUMBER DoacrtpUon ElevaUon (Fl) WATER (Fl) WATER (Fl) COMMENTS
MW--01 TOC 263.46 25.30 238.16
MW-11 TOC 271.92 29.52 242.40
MW-19 TOC 236.89 35.97 200.92
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PAGE 13 OF 17
WATER LEVEL DATA SUMMARY
PROJECT MACON/DOCKERY . JOB NUMBER G-9168
LOCATION RICHMOND COUNTY, N.C. DATE 12/19/89
CLIENT MACON/DOCKERY STEERING COMMITTEE MEASURED BY MARK HARDER
MICHAEL SHEEHAN
SURVEY DA TUii NAO 27 FOR STATE PLANE COORDINATE SYS.
MEASURING DEVICE ELECTRIC WATER LEVEL INDICATOR
MEASURING POINT
WELL DEPT!iTO ELEVATION OF
NUMBER De1crfpUon EJevaUon(FT) WATER (FT) WATER(FT) COMMENTS
MW-10 TOC 265.51 38.83 226.68
MW-11 TOC 271.92 29.35 242.57
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PAGE 14 OF 17
WATER LEVEL DATA SUMMARY
PROJECT MACON/DOCKERY JOB NUMBER G-9168
LOCATION RICHMOND COUNTY, N.C. DATE 12/20/89
CUENT MACON/DOCKERY STEERING COMMITTEE MEASURED BY MARK HARDER
SURVEY DATUM NAO 27 FOR STATE PLANE COORDINATE SYS.
MEASURING DEVICE ELECTRIC WATER LEVEL INDICATOR
MEASURING POINT
WELL DEPTH TO ELEVA TlON OF
NUMBER De1crlpUon EJevaUon (FT) WATER(FT) WATER(FT) COUMENTS
MW-12 TOC 171.98 24.62 147.36
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PAGE 15 OF 17
WATER LEVEL DATA SUMMARY
PROJECT MACON/DOCKERY JOB NUMBER G-9168
LOCATION RICHMOND COUNTY, N.C. DATE 12/21/89
CLIENT MACON/DOCKERY STEERING COMMITTEE MEASURED BY MARK HARDER
SURVEY DA 1\JM NAO 27 FOR STATE PLANE COORDINATE SYS.
MEASURING DEVICE ELECTRIC WATER LEVEL INDICATOR
MEASURING POINT
WELL DEPTH TO ELEVAllON OF
NUMBER DoacrlpUon Elevation (FT) WATER (FT) WATER (FT) COMMENTS
MW-12 TOC 171.98 24.62 147.36
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PAGE 16 OF 17
WATER LEVEL DATA SUMMARY
PROJECT MACON/DOCKERY JOB NUMBER G-9168
LOCATION RICHMOND COUNTY, N.C. DATE 1/10/90
CLIENT MACON/DOCKERY STEERING COMMITTEE MEASURED BY MARK HARDER
SURVEY DAT\JM NAO 27 FOR STATE PLANE COORDINATE SYS.
MEASURING DEVICE ELECTRIC WATER LEVEL INDICATOR
MEASURING POINT
WELL DEPTH TO ELEVATION OF
NUMBER DeacrtpUon ElevaUon (FT) WATER(FT) WATER (FT) COMMENTS
MW-10 TOC 265.51 38.50 227.01
MW-11 TOC 271.92 28.88 . 243.04
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PAGE 17 OF 17
WATER LEVEL DATA SUMMARY
PROJECT MACON/DOCKERY JOB NUMBER 0-8168
LOCATION RICHMOND COUNTY, N.C. DATE 1/11/90
CUENT MACON/DOCKERY STEERING COMMITTEE MEASURED BY MARK HARDER
SURVEY DATUM NAO 27 FOR STATE PLANE COORDINATE SYS.
MEASURING DEVICE ELECTRIC WATER LEVEL INDICATOR
MEASURING POINT
WEU DEPTH TO ELEV A TION OF
NUMBER DeacripUon EMvaUon (FT) WATER (FT) WATER (FT) COIIMENTS
MW-10 TOC 265.51 38.40 227.11
MW-11 TOC 271.82 28.87 242.85
MW-12 TOC 171.88 24.n 147.21
MW-18 TOC 236.89 35.n 201.12
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PAGE 1 OF 8
GROUND WATER LEVEL MONITORING REPORT
PROJECT MACON/DOCKERY JOB NUMBER G-9168
LOCATION RICHMOND COUNTY, N.C. INSTALLATION NUMBER MW--01
CLIENT MACON/DOCKERY STEERING COMMITTEE TYPE OF INSTALLATION GROUND
DESCRIPTION OF MEASURING POINT TOP OF CASING WATER MONITORING WELL
LOCATION UPPER MACON SITE
ELEVATION OF MEASURING POINT 21!3,§ EI, MSL
SURVEY DATUM NAO 27 FOR STATE PLANE COORD.
DATE TIME DEPTH TO WATER
FROM MEASURING POINT (FT)
ELEVATION
OF WATER (FT) REMARKS' READ BY
10/23/89 1450 23.20 240.26 MS
11/20/89 1325 24.84 238.62 CR
11/30/89 1215 25.60 237.86 MH
12/8189 1505 25.96 237.50 MH
12/18/89 1525 25.30 238.16 MH
'INDICATE ELAPSED TIME AFTER INSTALLATION, DEVELOPMENT OR PURGING, RECENT WEATHER, ETC.
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ij!l!f!JIIS IR R IN E 1i mrnm d;'mclllliilENVIRONMENTAL
famllllcoNsuL TANTS
PAGE 2 OF 8
GROUND WATER LEVEL MONITORING REPORT
PROJECT MACON/DOCKERY JOB NUMBER G-9168
LOCATION RICHMOND COUNTY, N.C. INSTAUATION NUMBER MW-02
CLIENT MACON/DOCKERY STEERING COMMITTEE TYPE OF INSTALLATION GROUND
DESCRIPTION OF MEASURING POINT TOP OF CASING WATER MONITORING WELL
LOCATION UPPER MACON SITE
ELEVATION OF MEASURING POINT 23],3!! EL MSL
SURVEY DA 1\111 NAO 27 FOR STATE PLANE COORD.
DATE TIME DEPTli TO WATER ELEVATION REMARKS' READ BY FROM MEASURING POINT (FT) OF WATER (FT)
10/23/89 1610 36.27 195.12 MS
11/20/89 1508 36.45 194.94 CR
12/2/89 1408 36.75 194.64 MH
12/7/89 1300 37.05 194.34 MH
12/20/89 1450 36.68 194.71 MH
'INDICATE ELAPSED TIME AFTER INSTAUATION, DEVELOPMENT OR PURGING, RECENT WEATliER, ETC,
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;!\IIISIRRINE fi!tifmll ENVIRONMENTAL
lliL~llcoNSU LT ANTS
PAGE 3 OF 8
GROUND WATER LEVEL MONITORING REPORT
PROJECT MACON/DOCKERY JOB NUMBER G-9168
LOCATION RICHMOND COUNTY, N.C. INSTALLATION NUMBER MW-03
CUEHT MACON/DOCKERY STEERING COMMITTEE TYPE OF INSTALLATION GROUND
DESCRIPTION OF MEASURING POINT TOP OF CASING WATER MONITORING WELL
LOCATION UPPER MACON SITE
ELEVATION OF MEASURING POINT ii!l-!iZ EL M~b
SURVEY DATUM NAO 27 FOR STATE PLANE COORD.
DATE TIME DEPTH TO WATER ELEVATION REMARKS• READ BY FROM MEASURING POINT (Fl) OF WATER (Fl)
10/23/89 1712 25.79 194.88 MH
11/20/89 1502 25.88 194.79 CR
12/2/89 1625 26.10 194.57 MH
12/7/89 1050 26.22 194.45 MH
12/20/89 1035 25.85 194.82 MH
* INDICATE ELAPSED TIME AFTER INSTALLATION, DEVELOPMENT OR PURGING, RECENT WEATllER, ETC.
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m!1m'IIISIRRINE Ci 11<"1 111111
,( : ill~\11111 ENVIRONMENT AL
_llit!m.tililcoNSULTANTS
PAGE 4 OF 8
GROUND WATER LEVEL MONITORING REPORT
PROJECT MACON/DOCKERY JOBNUIIBER G-9168
LOCATION RICHMOND COUNTY, N.C. INSTALLATION NUIIBER MW-04
CLIENT MACON/DOCKERY STEERING COMMITTEE TYPE OF INSTALLATION GROUND
DESCRIPTION Of IIEASURINQ POINT TOP OF CASING WATER MONITORING WELL
LOCATION LOWER MACON SITE
ELEVATION Of IIEASURINO POINT M~,21 ELM5L
SURVEY DA TUii NAO 'Z7 FOR STATE PLANE COORD.
DATE TIIIE DEPTH TO WATER ELEVATION REIIARKS' READ BY FROII IIEASURINQ POINT (FT) OF WATER (FT)
10123189 1807 39.45 144.76 MH
11120189 1359 39.63 144.58 CR
1212189 1000 39.93 144.28 MH
1218/89 1600 39.93 144.28 MH
12120189 1610 39.84 144.37 MH
I 'INDICATE ELAPSED TIME AFTER INSTALLATION, DEVELOPIIENT OR PURGING, RECENT WEATHER, ETC.
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PAGE 5 OF 8
GROUND WATER LEVEL MONITORING REPORT
PROJECT MACON/DOCKERY JOBNUM8ER G-9168
LOCATION RICHMOND COUNTY, N.C. INSTALLATION NUMBER MW-10
CLIENT MACON/DOCKERY STEERING COMMITTEE TYPE OF INSTALLATION GROUND
DESCRIPTION OF MEASURING POINT TOP OF CASING WATER MONITORING WELL
LOCATION UPPER MACON SITE
ELEVATION OF MEASURING POINT 2lili-li1 EL MSb
SURVEY DATUM NAD 27 FOR STATE PLANE COORD.
DATE TIME DEPTH TO WATER ELEVATION REMARKS• READ BY FROM MEASURING POINT (FT) OF WATER (FT)
11/3/89 0816 38.40 227.11 MS
11/6/89 1012 38.80 226.71 MS
1117/89 1426 38.75 226.76 MS
12/1/89 1420 39.58 225.93 MH
12/8/89 1010 39.58 225.93 MH
12/19/89 1750 38.83 226.68 MH
1/10/90 1530 38.50 227.01 MH
1/11/90 1620 38.40 227.11 MH
• INDICATE ELAPSED TIME AFTER INSTALLATION, DEVELOPMENT OR PURGING, RECENT WEATHER, ETC.
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OOl'millSIRRINE [tf\~11 ENVIRONMENTAL
!bJ~llcoNsu LT ANTS
PAGE 6 OF 8
GROUND WATER LEVEL MONITORING REPORT
PROJECT MACON/DOCKERY · JOB NUMBER G-9168
LOCATION RICHMOND COUNTY, N.C. INSTALLATION NUMBER MW-11
CLIENT MACON/DOCKERY STEERING COMMITTEE TYPE OF INSTALLATION GROUND
DESCRIPTION OF MEASURING POINT TOP OF CASING WATER MONITORING WELL
LOCATION UPPER MACON SITE
ELEVATION OF MEASURING POINT 2Zl ,i2 EL MSb
SURVEY DATUM NAO 'Z7 FOR STATE PLANE COORD.
DATE TIME DEPTii TO WATER
FROM MEASURING POINT (FT)
ELEVATION
OF WATER (FT) REMARKS" READ BY
11/14/89 1315 30.61 240.31 MS
11/30189 1234 31.42 240.50 MH
12/8/89 1020 31.52 240.40 MH
12/18/89 1630 29.52 242.40 MH
12/19/89 0805 29.35 242.57 MH
1/10/90 1242 28.88 243.04 MH
1/11/90 1420 28.97 242.95 MH
"INDICATE ELAPSED TIME AFTER INSTALLATION, DEVELOPMENT OR PURGING, RECENT WEA'lliER, ETC.
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mmmEBcoNsu LT ANTS
PAGE 7 OF 8
GROUND WATER LEVEL MONITORING REPORT
PROJECT MACON/DOCKERY JOB NUMBER G-9168
LOCATION RICHMOND COUNTY, N.C. INSTALLATION NUMBER MW-12
CLIENT MACON/DOCKERY STEERING COMMITTEE TYPE OF INSTALLATION GROUND
DESCRIPTION OF MEASURING POINT TOP OF CASING WATER MONITORING WELL
LOCATION LOWER MACON SITE
ELEVATION OF MEASURING POINT Hl ,!!!l EL MSb
SURVEY DATUM NAD 27 FOR STATE PLANE COORD.
DATE TIME DEPTli TO WATER ELEVATION REMARKS' READ BY FROM MEASURING POINT (FT) OF WATER (FT)
11/20/89 1450 25.62 146.36 CR
12/1/89 1015 25.95 146.06 MH
12/8/89 1610 25.85 143.13 MH
12/21/89 0946 24.62 147.36 MH
1/11/90 0824 24.n 147.21 MH
'INDICATE ELAPSED TIME AFTER INSTALLATION, DEVELOPMENT OR PURGING, RECENT WEATliER, ETC.
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il:eEfillicoNSU L TANTS
PAGE 8 OF 8
GROUND WATER LEVEL MONITORING REPORT
PROJECT MACON/DOCKERY JOBNUIIBER G-9168
LOCATION RICHMOND COUNTY, N.C. INSTALLATION NUIIBER MW-19
CLIENT MACON/DOCKERY STEERING COMMITTEE TYPE OF INSTALLATION GROUND
DESCRIPTION OF MEASURING POINT TOP OF CASING WATER MONITORING WELL
LOCATION UPPER MACON SITE
ELEVATION OF MEASURING POINT ~§.!!~ EL MSb
SURVEY DA TUii NAO 27 FOR STATE PLANE COORD.
DATE TIIIE DEPTH TO WATER ELEVATION REIIARKS' READ BY FROll II EASURING POINT (FT) OF WATER (FT)
11/20/89 1348 36.14 200.75 CR
12/1/89 1705 36.42 200.47 MH
12/7/89 1535 36.58 200.31 MH
12/18/89 1700 35.97 200.92 MH
1/11/90 1037 35.97 201.12 MH
'INDICATE ELAPSED TIIIE AFTER INSTALLATION, DEVELOPMENT OR PURGING, RECENT WEATHER, ETC.
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I APPENDIX L
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I MACON SITE
ANALYTICAL DAT A
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Page 1
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
SAMPLE TYPE: GROUND WATER MATRIX: WATER •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
· 1?~¢t$N1!?:µi:i!#I ::g15·a9MW01+:q+2+t ;rnrn1wwr;nrn1m;;ww!Wf$~t1:t®&t!A<rt'f%IX~¼.l/~Y~~
COMPUCHEM #: 310360
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
bis(2-Ethylhexyl)phthalate
FRACTION: VOLATILES
PARAMETER
1,1,1-Trichloroethane
1,1-Dichloroethene
Acetone
Bromodichloromethane
Chloroform
Methylene chloride
Trichloroethene
COMPUCHEM #: 310372
FRACTION: METALS
PARAMETER
Aluminum
Barium
Beryllium
Calcium
Copper
Iron
Lead
Magnesium
Manganese
Sodium
Vanadium
Zinc
AREA: UPPER MACON
AMOUNT UNITS
41. ug/L
AMOUNT UNITS
1. ug/L
2. ug/L
9. ug/L
1. ug/L
17. ug/L
2. ug/L
4. ug/L
AMOUNT UNITS
4910. ug/L
101. ug/L
1.4 ug/L
1780. ug/L
15.2 ug/L
11200. ug/L
3.1 ug/L
1380. ug/L
121. ug/L
1150000. ug/L
8. ug/L
52.400002 ug/L
QUALIFIER
QUALIFIER
J
J
J
J
BJ
J
QUALIFIER
p •
B p
B p
B p
B p
p
F
B p
p
p
B p
p
!$t¢HSAf!PU:TJIJJJF~;i5J.i•±~◊49~f+PlJiiF1Fii!Wi!l;ffilfii!ff@;f1§DWl~:iUU'!I;;tW'D~'!'..~ITul+~Z:gpz:~~,
AREA: UPPER MACON
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COMPUCHEM #: 310713
FRACTION: VOLATILES
PARAMETER
1,1,1-Trichloroethane
1,1-Dichloroethane
1,1-Dichloroethene
1,2-Dichloroethene(Total)
Chloroform
Methylene chloride
Trichloroethene
COMPUCHEM #: 311195
FRACTION: METALS
PARAMETER
Aluminum
Barium
Beryllium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Potassium
Sodium
Vanadium
Zinc
AMOUNT
18.
12.
10.
83.
2.
2.
290.
AMOUNT
8720.
248.
1.6
1090.
20.700001
6.9
27.700001
17700.
5.2
3160.
322.
4610.
5490.
26,6
110.
Page 2
UNITS QUALIFIER
ug/L
ug/L
ug/L
ug/L
ug/L J
ug/L B DJ
ug/L D
UNITS QUALIFIER
ug/L p *
ug/L p
ug/L B p
ug/L B p
ug/L p *
ug/L B p
ug/L p
ug/L p
ug/L F
ug/L B p
ug/L p
ug/L B p
ug/L p
ug/L B p
ug/L p
stc;t·sAMPLET•••t1t?.16a±;MWq,3A:f21a1,a·1wn1@rnn;ww+m:wraisAMI!m: 'P4t~·:wq:iY4~¼~:g
AREA: UPPER MACON
COMPUCHEM #: 310343
FRACTION: VOLATILES
PARAMETER
Methylene chloride
COMPUCHEM #: 310361
FRACTION: METALS
PARAMETER
AMOUNT UNITS QUALIFIER
2. ug/L B J
AMOUNT UNITS QUALIFIER
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Aluminum
Barium
Beryllium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Potassium
Sodium
Vanadium
Zinc
9620.
307.
3.2
1320.
47.599998
5.3
25.200001
20900.
6.5
1940.
326.
2320.
2420.
33.299999
75.199997
Page 3
ug/L p *
ug/L p
ug/L B p
ug/L B p
ug/L p *
ug/L B p
ug/L p
ug/L p
ug/L F W
ug/L B p
ug/L p
ug/L B P
ug/L B p
ug/L BP
ug/L p
I $t9t $~!i!it nixw21§~F!ffi24;rr:2:1:m+1rnt@rnwum;nrnw@rnmu;wm::$~g~11~~i~:t1r:!l~I«~:i1z~It
I COMPUCHEM #: 310714
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FRACTION: VOLATILES
PARAMETER
1,1,1-Trichloroethane
1,1-Dichloroethene
Trichloroethene
COMPUCHEM #: 311196
FRACTION: METALS
PARAMETER
Aluminum
Barium
Beryllium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Potassium
Sodium
Vanadium
Zinc
AREA: LOWER MACON
AMOUNT
3.
2.
5.
AMOUNT
24100.
361.
2.4
5900.
23.6
22.1
47.599998
46000.
19.9
7090.
817.
5130.
8530.
77.900002
149.
UNITS
ug/L
ug/L
ug/L
UNITS
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
QUALIFIER
J
J
QUALIFIER
p *
p
B p
p
p *
B p
p
p
F
p
p
p
p
p
p
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Page 4
$~¢'.:$m+W"''IP;:~J'.§~fi,ffl.):o:otff;)l'?':?1;;w,:0nrnrwpf::fMnsAMp~fiP.X1'.it;'¥Jl'2}'.l:9Xlf~
AREA: UPPER MACON
COMPUCHEM #: 310351
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
bis(2-Ethylhexyl)phthalate
FRACTION: VOLATILES
PARAMETER
1,1,1-Trichloroethane
Acetone
Methylene chloride
COMPUCHEM #: 310367
FRACTION: CYANIDE/OTHER
PARAMETER
Cyanide
FRACTION: METALS
PARAMETER
Aluminum
Barium
Beryllium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Nickel
Potassium
Sodium
Vanadium
Zinc
AMOUNT UNITS
3. ug/L
AMOUNT UNITS
2. ug/L
4. ug/L
1. ug/L
QUALIFIER
J
QUALIFIER
J
J
B J
AMOUNT UNITS QUALIFIER
10.4 ug/L AS
AMOUNT UNITS QUALIFIER
13600. ug/L p *
1080. ug/L p
5. ug/L B p
12300. ug/L p
33.5 ug/L p *
57.900002 ug/L p
40.799999 ug/L p
35600. ug/L p
13.8 ug/L F
8670. ug/L p
1480. ug/L p
50.5 ug/L p
10400. ug/L p
33300. ug/L p
34.299999 ug/L B p
238. ug/L p
$~Cff$fmi?~MJ,iH?f§,~#JiRtt1:lt>~s1:;:rn11@J'1W~;mmrni@l@!MHW$AM:et.EW~-~!~!El+~½:+2Z:~/1
AREA: UPPER MACON
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I COMPUCHEM #: 310358
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FRACTION: VOLATILES
PARAMETER
Methylene chloride
COMPUCHEM #: 310371
FRACTION: METALS
PARAMETER
Aluminum
Barium
Calcium
copper
Iron
Lead
Magnesium
Manganese
Sodium
Zinc
AMOUNT UNITS QUALIFIER
2. ug/L B J
AMOUNT UNITS QUALIFIER
1540. ug/L p *
81.5 ug/L B p
1710. ug/L B p
13. ug/L BP
4410. ug/L p
2.5 ug/L B F
1030. ug/L B p
61.200001 ug/L p
2200. ug/L B p
60.799999 ug/L p
~:gg[,~hRgm;;;i1 2!~~±Iffl+t'.±9+£f]!!!:i:[ i\!;H;[ ;;w;:1miltJWifl!!itt~~ni~;~~I!tilli!!i½i9%gfl
AREA: LOWER MACON
COMPUCHEM #: 310710
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
bis(2-Ethylhexyl)phthalate
FRACTION: VOLATILES
PARAMETER
1,1,1-Trichloroethane
1,1-Dichloroethane
1,2-Dichloroethene(Total)
Tetrachloroethene
Trichloroethene
COMPUCHEM #: 311190
AMOUNT UNITS QUALIFIER
7. ug/L J
AMOUNT
4.
3.
2.
2.
2.
UNITS
ug/L
ug/L
ug/L
ug/L
ug/L
QUALIFIER
J
J
J
J
J
I FRACTION: METALS
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PARAMETER
Aluminum
Barium
AMOUNT
8600.
99.5
UNITS
ug/L
ug/L
QUALIFIER
p *
B p
·1
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I MACON/DOCKERY CERCLA SITE
RI/FS
INTERIM RI REPORT
I -APPENDICES -
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I APPENDIX A
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I TCL PARAMETER LIST
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ACID EXTRACTABLES
.:\/i:/ PARAMETER ···••
1 2,4,5-Trichlorophenol
2 2,4,6-Trichloroohenol
3 2,4-Dichlorophenol
4 2,4-Dimethytphenol
5 2,4-Dlnltroohenol
6 2-Chlorophenol
7 2-Methytphenol
8 2-Nitrophenol
9 4 ,6-Dinitro-2-methytphenol
10 4-Chlor0-:.3-methylphenol
11 4-Methylphenol
12 4-Nitrophenol
13 Benzolc acid
14 Pentachlorophenol
15 Phenol I
I
PESTICIDESIPCBs
!.::/ :\/ PARAMETER > • .. ···
1 4,4'-DDD I
2 4,4'-DDE I
3 4,4'-DDT I
4 Aldrin I
5 Alpha chlordane
6 Aloha-BHC
7 Beta-BHC I
8 Delta-BHC\
9 Dieldrin I
10 Endosulfan I
11 Endosulfan II
12 Endosullan sulfate
13 Endrin I
14 Endrin ketone
15 Gamma chlordane
16 Gamma-BHC (Llndane)
17 Heptachlor \
18 Heotachlor eooxlde
19 c,p'-Methoxvchlor
20 PCB-1016 I
21 PCB-1221 I
22 PCB-1232 I
23 PCB-1242 I
24 PCB-1248 I
25 PCB-1254 I
26 PCB-1260 I
27 Toxaohene I
BASE/NEUTRAL EXTRACTABLES
ii •::::/.\ PARAMETER/ .,.··· :,,.::::.:·/:,:,:,:,:,:.:::,:,,,::::::;::::,:::cr:?~:::::=:,:::::,:,:,:,-;.,:,·,.:-,-,.-
1 1 ,2,4-Trichlorobenzene
2 1 ,2-Dichlorobenzene
3 1 ,3-Dichlorobenzene
4 1 ,4-Dichlorobenzene
5 2,4-Dinltrotoluene
6 2,6-Dinitrotoluene
7 2-Chloronaphthalene
8 2-Methytnaphthalene
9 2-Nitroaniline
10 3 ,3' -Dichlorobenzldlne
11 3-Nitroaniline
12 4-Bromophenyl phenyl ether
13 4-Chloroanillne
14 4-Chlorophenyl phenyl ether
15 4-Nitroanlline
16 Acenaphthene
17 Acenaphthylene
18 Anthracene .... 19 Benzo(a)anthracene
20 Benzo(alcvrene
21 BenzomJfluoranthene
22 Benzo(g,h,lloorvlene
23 Benzo(k)fluoranthene
24 Benzv1 alcohol
25 bis(2-ChloroethoxyJmethane
26 bis(2-Chloroethyl)ether
27 blst2-Chlorolsooroovl)ether
28 bls(2-Ethylhexvllohthalate
29 Butyl benzyt phthalate
30 Chrvsene
31 Di-n-butvl phthalate
32 Dl-n-octY1 ohthalate
33 Dibenzo(a,h)anthracene
34 Dibenzofuran
35 Diethyl phthalate
36 Dimethyl ohthalate
37 Fluoranthene
38 Fluorene
39 Hexachlorobenzene
40 Hexachlorobutadiene
41 Hexachlorocyclooontadlene
42 Hexachloroethane
43 lndeno(1 ,2,3 ,.ene
44 lsophorone
45 N-Nitroso-dl-n-propytamlne
46 N-Nitrosodiphenvlamlne(1)
47 Naphthalene
48 N itrobenzene
49 Phenanthrene
50 Pyrene
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VOLATILE ORGANICS
... ,,;:\{': PARAMETER./'•''··•·•····•··•·· •':C•:•.:.· .. :,•,:.,::::,.--,.,:::::·::,,-::·.::
1 1, 1, 1-Trlchloroethane
2 1, 1,2,2-Tetrachloroethane
3 1, 1 ,2-Trichloroethane
4 1, 1-Dlchloroethane
5 1 , 1-Dichloroethene
6 1 ,2-Dichloroethane
7 1,2-DlchloroetheneITotall
8 1,2-Dichloropropane
9 2-Butanone
10 2-Hexanone
11 4-Methyl~2-oentanone
12 Acetone I
13 Benzene I
14 Bromodichloromethane
15 Bromoforin
16 Bro mom ethane
17 Carbon disulfide
18 Carbon tetrachloride
19 Chloroberizene
20 Chloroethane
21 Chloroform
22 Chloromethane
23 Cis-1,3-Dichloroprooene
24 Dibromochloromethane
25 Ethvlbenzene
26 Methylene i chloride
27 Stvrene I
28 Tetrachloroethene
29 Toluene I
30 Trans-1 ,3.+Dichloroorooene
31 Trichloroethane
32 Vinyl acetate
33 Vinvl chloride
34 Xvlenes (Total\
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I TAL PARAMETER LIST
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METALS
..... ,,.,, J>ARAMETER .•·
1 Aluminum
2 Antimony
3 Arsenic I
4 Barium I
5 Beryllium
6 Cadmium
7 Calcium I
8 Chromium
9 Cobalt I
10 Coooer I
11 Iron I
12 Lead I
13 Magnesium
14 Manganese
15 Mercury I
16 Nickel I
17 Potassium
18 Selenium I
19 Silver I
20 Sodium I
21 Thallium I
22 Vanadium I
23 Zinc I
IDE/OTHER
•···••·~ RAMETER
anlde
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I APPENDIX B
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TEST PIT REPORT
PROJECT: ----'1_..:11:::A::C::.:O:::Nl.:.DO=C:::K=E:.:R:.:Y..:R=I-• .:..PH:.:A:;:;S::;E:.;I:,__ _____ _
CLIENT: I MACON/DOCKERY SITE STEERING COMMITTEE
CONTRACTOR: __ 1'--'G!:!.S2aX!!..!.T!:l.AN!!K~M!!AN=A!l:G!!iE,!!M!.!:Ea!:NT!..!J.., l~N!i.C::... _____ _
EQUIPMENT USED: -"-I ---lFw:M::.:C::..L::::l.:.:N:.:.K·;::B:=Ea::LT...,IT_..R,:::Aa::C;:.:.•H.:.:O::.::E"-l ..:L:.=S..:·34.aOO::.. ___ _
DEPTH
{FT)
-2.0-
-4.0-
I.AMPLE DTRATA
NOJ CHANGE = (FT)
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RELD CLASSIRCATION
SAND WITH GRAVEL (SP-SM)
Soft, orange, dry, mostly angular sand, Unle coarse
10 very coarse subrounded quartz gravel, few silt.
•ALLUVIAL BACKFILL• -2.0--------------------I
SAND !SP)
Soft, gray 10 black, moist to wet, mostly subrounded
sand, few sllt; oil and grease stained soil, rubber
hose, steel wire and metal shavings.
·BACKFILL-
TEST PIT NO. TR-1
JOB NO: G-9168
LOCATION: UPPER MACON
ELEVATION:_,..2_.52._..fi._ __
DATE START: 10-16-89
DATE ANISH: 10-16-89
LOGGED BY: JORDAN
REMARKS
ffi
L6.0--.0--------------------1 i5 C IC
'-8.0-
c10.0-
12.0·
14.0°
J.W
Stiff, orange, dry to moist, mostly clay, trace to few
fine sand;.kaonn seams and Iron stains, some oll
'--_0
sta1n. -UNDISTURBED CLAY•
BOTTOM OF EXPLORATION
TYPICAL excavate trench through former lagoon and
collect soil sample from lower horizon of trench.
Trench backfilled with excavated soils. I
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ASTM COMPONENT%
MOSTLY
SOME
LITTLE
FEW
TRACE
50-100%
30-45%
15-25 %
5-10%
c5%
GROUNDWATER! PIT DIMENSIONS (FT)
DAT! 1111£ • j DEPTH "·
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NOT ENCOUNTERED I X 1 • HRS. AFTER
COMPt.ETlON
50
(l)
• __ 4;....__
(W)
12 INCH TO 18 INCH DIAM:
OVER 18 INCH DIAM:
• _...;1..:.0 __ ■ 2,000
(D)
BOULDERS
NO. . ■ VOL.
NO. . ■ VOL.
CU.FT.
. CU.FT • . CU.FT .
fTEST PIT NO. TR-1
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W"'~lll1SIRRINE--------,--------, li=~~v~~i~~'4NJ~~ TEST PIT REPORT TEST PIT NO. TR-2
PROJECT: ----'-I _ _,11,.,.A.,.,c,,,o,,,wo=o=CK=E:::R,,,v,_,R,,,1.,-,,.PH=As=-=E=I ,,...===::-::--CLIENT: I MACOWDOCKERY SITE STEERING COMMITTEE
JOB NO: G-9168
LOCATION: UPPER MACON
ELEVATION: 25] it
CONTRACTOR: I GSX TANK MANAGEMENT, INC.
EQUIPMENT us"'ED"":--'-1 --=F:.:M:.:;C:..;L:..::IN:::.K::.;·:..:B:::E-=LT.:.aCTc=.aR:::Aa=C-;;.;Hc:.OL:E'-') .;;.L'='"s-""34_00,.,...----DATE START: 10-16-89
DEFT><
(FT)
-2.0-
-4.0-
'"8.0-
•10.0
12.0
·14.0
.... Pl.£ NOJ STRATA
DEPTH CHANGE
RANCE (FT)
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FIELD CLASSIFICATION
SAND CLAYEY WITH GRAVEL (SCI
Soft to medium stiff, orange, dry to moist, mostly medium
to coarse angular sand, little clay, few to trace coarse
subrounded quartz gravel; local alluvium scraped for
lagoon cover.
•ALLUVIAL BACKFILL•
-3.75------------------i
SAND, CLAYEY WITH GRAVEL (SCI
Similar to above, except stained with oil and grease In
3" to 6" layers, some kiln dust absorbant found, wood
timber found.
•BACKFILL·
-e.0-----------------1
I GRAVEL (GPI
Hard, coarse gravel to fine cobbles, subrounded; oil stain
l--9.o CLAY (CLI I Stiff, orange, moist, mostly clay, trace fine sand; minor
..,_10_0 oil stain. -UNDISTURBED CLAY-
BOTTOM OF EXPLORATION
TYPICAL excavate trench through former lagoon and
!
collect soil sample from lower horizon of trench.
Trench bacl<filled with excavated soils.
DATE FINISH: 10-16-89
LOGGED BY: ,IABPAN
ffi i5 C a: Cl I
REMARKS
lo
ASTM COMPONElfl %
MOSTLY
SOME
UTTLE
FEW
mACE
50-100%
30-45%
15-25 %
5-10%
c5%
GROUND WATER PIT DIMENSIONS (FT) ......
NOTD«:OllfT'EREDI X
DEPTHn.
• HRS. AFTER
COIIJ>l.£110N
60 I _..;4'---I 10 • 2,400 CU.FT.
(L) (W) (D)
BOULDERS
12 INCH TO 18 INCH DIAM: NO. • • VOL. • CU. FT.
OVER 18 INCH DIAM: No.--=.--• VOL. • CU. FT.
!TEST PIT NO. TR-2
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g··r1ms IRR IN E :'}::::; ::.., :~;: •.. ""''11'111 !ii :'~ ENVIRONMENTAL TEST PIT REPORT TEST PIT NO. TR-3 fotr&lllll CON SU L!TA NTS
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I MACON/DOCKERY RI • PHASE I JOB NO: G-9168 PROJECT: LOCATION: !,!SPER M~CON CLIENT: I MACOWDOCKERY SITE STEERING COMMITTEE ELEVATION: 42 ft CONTRACTOR: I OSX TANK MANAGEMENT, INC. DATE START: 1G-16-89
EQUIPMENT USED: FMC LINK-BELT (!RAc-HOEl LS-3400 DATE FINISH: 1G-16-89 I LOGGED BY: JQBCAbl
......... IITRATA DEPTH NOJ FIELD CLASSIFICATION REMARKS (fT) DEPTH CHANCE
RANGE (P'T)
li!Hl2, CL!)'.E)'. WITH !:IBAllEL 15Cl .J
<) w Li~► Soft to stiff, orange, dry, mostly medium sand, little ~ ~ -u. :5
clay, local soils scraped for lagoon cover. w a: [~. u ,. CJ •ALLUVIAL BACKFILL• .. ---2.0-'--2.0
::::~.
li!Hl215el ·:.-: I<-
Soft, blue to gray to black, moist to wet, mostly ... _ io Ir
subrounded medium sand, few silt; oll and grease ----stained soil, rubber hoses, pipe, empty shotgun N CJ:-
-4.0-~ shells (>1000), kiln dust absorbant (lumped). / 3~:.. .\
~ .. ,._u::+~
•BACKFILL-.... ~:,:::,:n_ = w .-: u=c,-=
i5 ,;-E<=~
..6.0-ct .-:--m::O~ ~ a: . ,.=..a:-
CJ ..... l==f. ~
I ~-= ~~ 0 Q -~ I .. ~
... !.a.a ~-~ '-8.0 -~
\ !:IBAllEL 11:1e1 !==g-
Hard, ooarse gravel to fine cobbles, subrounded; oil stain. "'~ I, r·o CLA)'.(CLl ~-' tftt~\-Sijff, orange, moist, mostly clay, trace fine sand,
"10.0· '--10.0 _, ___ -" -UNDISTURBED CLAY-_,._
BOTTOM OF EXPLORATION )-Ill=
== '' i!Tl.L . , I!!--11
12.0-i.-~-.J
ASTM COMPONENT%
"14.0-MOSTLY 50-100%
SOME 30-45% D'.elCAL excavate trench through former lagoon and LITTLE 15-25 %
c:oll8CI soil sample from lower horlzon of trench. FEW 5-10%
Trench backfilled with excavated soils. TRACE c5%
GROUND WATER PIT DIMENSIONS (FT)
DATE ""'. DEPTHn. 30 X 4 X 10 1,200 CU.FT. ■
(L) (W) (D)
I BOULDERS
I 12 INCH TO 18 INCH DIAM: NO. . ■ VOL. . CU.FT •
I OVER 18 INCH DIAM: NO. . ■ VOL. . CU.FT •
NOT EHCOl.NTERE~ X 1 • HRS. AFTER CCIIIPLETlON ITEST PIT NO. TR-3
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tl!IISIR RINE _;,:-:.::, .. _.,
t'l!II I Jt :J ENVIRONMENT AL TEST PIT REPORT TEST PIT NO. TR-4 @iilllllcoNsuL TANTS
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I IIACOWDOCKERY RI• PHASE I JOB NO: G-9168 PROJECT: ' LOCATION: !,.!rEiMACO~ CLIENT: I IIACOWDOCKERY SITE STEERING COMMITTEE ELEVATION: 36 CONTRACTOR: I GSX TANK MANAGEMENT, INC. DATE START: 10-17-89
EQUIPMENT USED: FMC LINK-BELT (!RAC-HOEj LS-3400 DATEFINISH: 10-17-89
I LOGGED BY: 1ICBCA~
IAIIPU ITIIATA DEPTH NOJ FIELD CLASSIFICATION REMARKS (fT) DEPTH CHANGE
RANCE ("1
&Atll!, CLA:t:E:t: Wilt! l:iBAllEL !&Cl
Soft to stiff, orange, moist, mostly sand, llnle clay, :;: U'ii:"► few medium gravel; local alluvium cover. ff~ :5 '-1.0 w , ._ -'!"10
::::-: --'-2.0-
:.:• .
SAHi! lfil!l .. _ ...
Soft, gray to brown to black, mol st to wet, mostly ..... io
medium sand; oil and grease stained soil, wood _._ .... _ •
~-0-timber found, perched water at lower horizon of ~ '1
lagoon at contact with native stiff clay below. --~ ' "' •BACKFILL· ~ .-... a: 0 w w .-II) ~ 13 .-Q
Ls.0-C( w ;: fQ a: .-i!!: Q
Cl C( w i Iii :c 0 · '-'--1.0 0 ... a:
... L.o
CLA:t: !CLl Q 0 w
Stiff, orange, moist, mostly clay; moderate oil stain. a. -~ '-8.0 --UNDISTURBED CLAY•
BOTTOM OF EXPLORATION
'-10.0-{¼@%-:.-
. -'-
:I: >. 1!!11 ,· !TIii .,
12.0· ~:..~
ASTII COMPONENT %
14.0-MOSTLY 50-100%
SOME 30-45% D'l!ICAL excavate trench through former lagoon and LITTLE 15-25 %
collecl soil sample from lower horizon of trench .. FEW 5-10%
Trench backfilled with excavated soils. TRACE c5%
GROUND WATER PIT DIMENSIONS (FT)
DATt ,,.... DEPTH FT. 25 X 4 X 10 800 CU.FT. ■
(l) (W) (D)
BOULDERS
12 INCH TO 18 INCH DIAM: NO. . ■ VOL. . CU.FT • ' I OVER 18 INCH DIAM: NO. . ■ VOL. . CU.FT •
NOT EMCOI.NTEAED I X 1 • HRS. AFTER CCIIPL£T10N ITEST PIT NO. TR-4
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\ irm■slRBINE ~rn: ,:;::,:•: mwfulll!II I ?! ·••••·• ENVIRONMENT AL TEST PIT REPORT TEST PIT NO. TR-S tm~llcoNsuL rANrs I
I IIACOWDOCKERY RI • PHASE I JOB NO: G-9168 PROJECT: ' LOCATION: !,!['P~l!l!CQt:I CLIENT: I· MACOWDOCKERY SITE STEERING COMMITTEE ELEVATION: 23s t CONTRACTOR: I GSX TANK MANAGEMENT, INC. DA'IE START: 11).17-89
EQUIPMENT USED: FMC LINK-BELT l!RAC-HOEj LS-3400 DA'IE ANISH: 10-17-89
I LOGGED BY: JQBCAb1 ....... tllRATA DEPTl< NOJ AELD CLASSIFICATION REMARKS C"T) DEPTH CHANGE
RANCE (FT)
SAt:112 CLA:i'.li:i'. WIIIHiBAllliL (SCI
Soft to stiff, orange, moist, mostly medium to coarse ~ U'iL°► subangular sand, 1/nle day, trace coarse gravel,
~. 1r~S local alluvium scraped for lagoon cover. w (!>IJ I
:_. .... --'-2.0--2.0 :}. SAt:112 ISPI
Soft, blue to gray to black, moist, mostly sand, few :.-:· N silt; oil stained soil, distinct contact of lower horizon ...
of lagoon with native soil. ' -BACKFILL• N
1-4.o-l...-4.o
SAt:112 CLA:i'.E:i: WITH !iBAllliL !SCI .. I I~ Firm to stiff, orange, moist, mostly medium sand, few !z -:.-:·
medium gravel; day seams, oil staining. w :.-:-c
-NATIVE SANDS-i5 :; Iii
Ls.o-C ► ft:: '-:-6.0 IC ...J C, w BOTTOM OF EXPLORATION z !;i == 0
'I Ii Q
CLA:i'. (CLI ~ :El Le.o-Found at 6 ft. depth, trench depth not advanced Into ~ undisturbed clay.
'-10.0· l~@l}i\,
-'-·'· l!!ff. ~ <· ·/ ITIII
L12.0• 1---:o~
ASTM COMPONENT%
'-14.0, MOSTLY 50-100 %
SOME 30-45 % D'.PICAL excavate trench through former lagoon and LITTLE 15-25 %
collect soil sample from lower horizon of trench. FEW 5-10%
Trench backfilled with excavated soils. TRACE c5%
GROUND WA'TERI PIT DIMENSIONS (FT) ••n TIIIE' I DEPTHn. 25 I 4 I 10 600 CU.FT. • I (L) (W) (D) I
I BOULDERS
I 12 tNCH TO 18 INCH DIAM: NO. -• VOL. -CU.FT.
I OVER 18 INCH DIAM: NO. -• VOL. -CU.FT.
NOT ENCOIMTERE.D I ,•HRS.AFTER X ,COMPI..ET10H ITEST PIT NO. TR-5
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lli'IIIISIRBINE ./~ W''!,11111 I C •· ENVIRONMENTAL TEST PIT REPORT TEST PIT NO. TR-6 11it~llcoNSUL TANTS
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I IIACOWDOCKERY RI• PHASE I JOB NO: G-9168 PROJECT: LOCATION: !.!m~M!CON CLIENT: I MACOWDOCKERY SITE STEERING COMMITTEE ELEVATION:
CONTRACTOR: I GSX TANK MANAGEMENT, INC. DATE START: 10-17-89
EQUIPMENT USED: FMC LINK-BELT (!RAC-HOE) LS-3400 DATE FINISH: 10-17-89
I LOGGED BY: JQBDAH
OAIIPLf IITRATA DEPTH NOJ FIELD CLASSIFICATION REMARKS ("J DEPTH CHAHaE
RANGE CP1J
liAHl1 !.LA:tli:t WII!j !iBAllliL !li!.l
Soft to stiff, orange, moist, mostly sard, few clay; ,~ local allwlum scraped for lagoon oover.
1-1.0 w ,·.
:.-: •. --'-2.0-liAHl1 !lil!l .-:.-~
Soft.gray to brown 10 black, moist to wet, mostly I 1o ~ medium sard; oil and grease stained soil. perched
water found at lower horizon of lagoon at oontact ' . llljj
1-4.o-with stiff urdertying clays. ► :5
::: .. I.)
•BACKFILL· lE :-It w \-ti_ i5
Ls.0-'-~.o < ). fi' [ill-~ a: _Tf C, .. , w
I.LA:!'. !!.Ll ~ ;i:
SUH, orange, moist, mostly clay; some oil stain. g 0 -: ' -UNDISTURBED CLAY-Q z= ..
:;;;z= a:
/ ..J t;; = w
'-8.0 -L .0 ~ BOTTOM OF EXPLORATION ..J ..J -;i: ... u: 0 = !\~ ' Q w :c .-.:•.· m -I.) ;: /}· t a: w . •10.0-w Q.
I.) -~ < ' a: . (-a: w ·/ I-
Q. • ~i ' 12.0-co
ASTII COMPONENT%
'-14.0-MOSTI.Y 50•100%
SOME 30-45% I:!'.l!ICAL excavate trench through former lagoon ard LITTLE 15-25 %
oollect soil sample from lower horizon of trench. FEW 5-10%
Trench backfilled with excavated soils. TRACE c5%
GROUNDWATER PIT DIMENSIONS (FT) .. ,.. ,.... DEPTHn. 30 • 4 • 8 • 960 CU.FT •
' (L) (W) (D) I
I BOULDERS
I 12 INCH TO 18 INCH DIAM: NO. . ■ VOL. . CU.FT •
I OVER 18 INCH DIAM: NO. . ■ VOL, . CU.FT •
NOT EMCot.NTtRED T X 1 • HAS. AFTER CCIIPLE110N ITEST PIT NO. TR-6
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r·li■SIRRINE -.~;-.-· ., d\
[;\ f®lllill ENVIRON.MENTAL TEST PIT REPORT TEST PIT NO. TR-7 tm~llcoNSUl!TANTS
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I IIACOWDOCKERY RI • PHASE I JOB NO: G-9168 PROJECT: LOCATION: !.!PPER ~ACO!::! CLIENT: I MACOWDOCKERY SITE STEERING COMMITTEE ELEVATION: 245 ti
CONTRACTOR: I GSX TANK MANAGEMENT, INC. DATE START: 10-18-89
EQUIPMENT USED:I FMC LINK-BELT {TRAC-HOE) LS-3400 DATE FINISH: 10-18-89
LOGGED BY: 1ICBDA~
........ E lllllATA DEPTI< NOJ FIELD CLASSIFICATION REMARKS ('T) DEPTI< CHANGE '
RANCE <FTl I
L.5
SA!:ll2 CLA)'.liH&!.l
Soft. moist, mostly sand, little clay. ~ II:► •BACKFILL• > ~ I;;~ ,.
:-::·.
I --L-2.0-<. &A!:ll:! ISPl -'/. I >,: Soft lo firm, gray to black, moist, mostly sand; oily ...... ,{: sol\ mixed with solid waste (50150): Tlres, hoses, ..... .. , I ~ pipe, wire, lumber, ol\ stain. .. ... in ..... I ~-0-•BACKFILL·
~f '-'--5.0 ~ I w CLA)'.1!.Ll i5 I --6.0-Flrm, orange, moist, mostly clay; moderate stain. < 'il CZ:
-UNDISTURBED CLAY• Cl ~ ~ I
J
II) L .0 ... BOTTOM OF EXPLORATION Q 0 I
'-8.0 -
)~I
31:: ·.-·:-:, r:z: I z ff m~ '-10.0· _,._
:,,. C ,
'I,'
;;..~
12.0-
ASTM COMPONENT%
L14.0· MOSTLY 50-100 %
SOME 30•45% TYPICAL excavate trench through former lagoon and LITTLE 15-25 %
collect sol\ sample from lower horizon of trench. FEW 5-10%
Trench backfilled with excavated soils. TRACE c5%
GROUND WATER] PIT DIMENSIONS (FT)
DATI! 1111E. I DEP'nt n. 30 • 4 • 7 840 CU.FT • ■
I (L) (W) (D) I
I BOULDERS
I 12 INCH TO 18 INCH DIAM: NO. . ■ VOL. . CU.FT •
I OYER 18 INCH DIAM: NO. . ■ VOL. . CU.FT •
NOT ENCOI.NTEAEDl 1• HRS. AFTER X ,COUPI.El10N !TEST PrT NO. TR-7
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fl·\.~
!\]1{11111 ENVIRONMENTAL
!ifol'lllcoNSUIJTANTS TEST PIT REPORT TEST PIT NO. TR-8
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I MACON/DOCKERY RI • PHASE I JOB NO: G-9168 PROJECT: LOCATION: "'S~:i MA!.Of:l CLIENT: I MACON/DOCKERY SITE STEERING COMMITTEE ELEVATION: CONTRACTOR: I GSX TANK MANAGEMENT, INC. DATE START: 10-1S-89
EQUIPMENT USED:\ FMC LINK-BELT (!RAC-HOE! LS-3400 DATE ANISH: 10-16-89
LOGGED BY: JCBllAlll
OAIIPlE
STRATA I DEPTH NOJ RELD CLASSIRCATION REMARKS (fl) DEPTH CHANGE
RANGE IFTJ
5Af:l11 WIIll !iBA~EL !5e·5Ml C
Soft, orange, dry to moist, mostly angular sand, ltnle <: Wa:r :z: I!! U) medium gravel, few clay; local cover. ~ u -w a:<.• 1/) w == "' -1.0 ... ::::.
., I . {,, --'-2.0-...... 5ANQ !5e) ..... ~ I :>,· Soft to very soft, gray to black. wet to saturated, ...... (:
mostly sand; oily soil mixed with solid waste (50/50); .-.. : -' (3) crushed tanks, (2) cylinders, (6) tires, lumber, .:: ' r f.
1-4.o-perched water. :::· ~= r\ TT
-IT
'--4.0 i III= w -ll 1::LAYll::Ll i5 ~ii L..6.0-Sliff, orange, moist, mostly mottled clay; blue and C ~ gray stain, underline, stained. a: ► C,
I rl -UNDISTURBED CLAY• ~ en
'-1i.O I ii: m ... BOTTOM OF EXPLORATION C w I~ C
LB.0-s 111= lln:
iii:
...... fnTT :I: ~II z
•10.0-~TT
". -~
;., . ,
)'
"' -"'~ 12.0-
ASTM COMPONENT%
14.0-MOSnY 50-100%
SOME 30-45% JYel!::AL excavate trench through former lagoon and LITTLE 15-25 %
collect soil _sample from lower horizon of trench. FEW 5-10%
Trench backfilled with excavated soils. TRACE c5%
GROUND WATER I PIT DIMENSIONS (FT)
DATE 1111E· I DEPntFT. 30 • 4 • 6 720 CU.FT • ■ I (L) (W) (D) I
I BOULDERS
I 12 INCH TO 18 INCH DIAM: NO. . ■ VOL. . CU.FT •
I OVER 18 INCH DIAM: NO. . ■ VOL. . CU.FT •
HOT EJ«:01..lfTUIEO l t HRS. AFTER X ~OMP\.ETION !TEST PIT NO. TR-8
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I F&IIIISIRRINE ~/\: .4
fl!lilll ENVIRONMENT AL TEST PIT REPORT TEST PIT NO. TR-9 !iS~llcoNsUL!TANTS
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I IIACOWDOCKERY RI • PHASE I JOB NO: G-9168 PROJECT: LOCATION: UPPER ~ACON CLIENT: I IIACOWDOCKERY SITE STEERING COMMITTEE ELEVATION: 255 ft CONTRACTOR: I GSX TANK MANAGEMENT, INC. DATE START: 10-18-89
EQUIPMENT USED:'! FMC LINK-BELT (!RAC-HOE! LS-3400 DATE FINISH: 10-18-89
LOGGED BY: alCBCAbl ........
ITRATA I DEPnt NOJ RELD CLASSIRCATION REMARKS (FT) """"' CHANGE
RANCE (FT)
SANl1 !S!;;l "' Soft. orange, moist. mostly medium sand. few clay. -..
few gravel; local soil. < ♦ '-1.0 •BACKFILL· II) ;,; ,,
SANl1 (SPl :_. I <. --'-2.0-.·:• Soft, gray to black, moist to wet, mostly sand, little ;I', Iliff{. '
clay, few medium gravel; oil stained backfill soil
mixed with solid waste (50/50); tires, hoses, steel ;I I 1llfT"
pipe, wire, lumber, drum, crushed tank, automobile I #rrLL ~-0-pans. ) \ •BACKFILL· Jljj"
!z
::-f \ p.,
IC w \ \I~ i5
L.s.o-Cl ~ IC I en I Ii Cl ii: ~ m I w Q I I ffi Q
I I .._
'-8.0 -.\ I [!.!TT
._.g_o ~\_ I 11.....:
1::1.AY !!;;Ll
!tt
.__, tiill
Stiff, orange, mostly mottled clay; oll stained. z !! 'ii
'-10.0· '-10.0 •UNDISTURBED CLAY• 'D rf
BOTTOM OF EXPLORATION ~ . -'-
/, '>
C, -~ •12.0-
ASlM COMPONENT%
L14.0· MOSTLY 50-100%
SOME 30-45% D'.PIJ;;AL excavate trench through former lagoon and LITTLE 15-25 %
collect soil sample from lower horizon of trench. FEW 5-10%
Trench backfilled with excavated soils. TRACE c5%
GROUND WATER I PIT DIMENSIONS (FT)
DATt 11111· I DEP1Hn. 35 I 4 I 10 1,400 CU.FT. ■ I (L) (W) (D) I
I BOULDERS
I 12 INCH TO 18 INCH DIAM: NO. . ■ VOL. . CU.FT •
I OVER 18 INCH DIAM: NO. . ■ VOL. . CU.FT •
NOT ENCOIMTERED I ,• HRS. AfltA X _COIIPL.ETION !TEST PIT NO. TR-9
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F'~IISIRRINE ~;::rn ;:;~ n [Ill ENVIRONMENTAL TEST PIT REPORT TEST PIT NO. TR-10 fiiifit!DcoN su L
1
T ANTS
PROJECT: I MACON/DOCKERY RI -PHASE I JOB NO: G-9168
LOCATION: bOWER MACON CLIENT: I MACON/DOCKERY SITE STEERING COMMITTEE ELEVATION: liili CONTRACTOR: I GSX TANK MANAGEMENT, INC. DATE START: 10-20-89
EQUIPMENT USED: I FMC LINK-BELT (!RAC-HOE! LS-3400 DATE FINISH: 10-20-89
LOGGED BY: alCBCAt:il ........
STRATA I DEPT>t NOJ FIELD CLASSIFICATION REMARKS (FT) DEPT>t CHAHGE
RANCE (FT)
liAtlD, !.LAYEY Wilt! !:iBAllEL ,se-S!.l • Soft to stitt, orange, moist, mostly medium sand, little t ;~ clay, few medium gravel; local soil scraped for cover. ~ '(:;: -BACKFILL-., ,
'-2.0-'-2.0 ... ►-<.--... ~?, :::, Iii
.-:: w \ tl: ~-liAtlP ,sei :z:
Soft to loose, gray to black, moist to wet, mostly Ill en I.; w :? 0
~-0-medium sand, trace medium gravel; soil saturated i I.; with cr90SOle oll, perched fluids run from trench ~ / :5 walls, a single crushed drum found, trace of kllm Q i-lt"' duSI absorbent found. 5 ...
-BACKFILL-IC ..I \i I!!:;;
~-0-ci: ::, I,. ~ 3: 0 I I Q ::, ...
w~ 0 ti> V w
a:C 6 f~ Ill
0 -L8.0-......... -w , ..... ~ ...._ ~ IT~ ~-b,_,, w I 1171 II) /·.,_._.,.._..-.,_..,., ii ..... L10.0· tt,--.-.. · . .-, ..... ·.• -iT • -~ >-, ,,
~
;!_.,
•12.0-!.LAY !!.LI
Stitt, orange to blue green, mostly clay, observed at
lowest lagoon horizon.
-UNDISTURBED CLAY-ASTM COMPONENT%
14.0-'--14.0 BOTTOM OF EXPLORATION MOS11.Y 50-100%
SOME 30-45%
D'el!.AL excavate trench through former lagoon and LITTLE 15-25%
FEW 5 ·10 % collect soil sample from lower horizon of trench. fflACE c5% Trench backfilled with excavated soils.
GROUND WATER PIT DIMENSIONS (FT)
DATt TIME• DEP'TM FT. 35 X 4 X 10 1,400 CU.FT. • (L) (W) (D)
BOULDERS
12 INCH TO 18 INCH DIAM: NO. -■ VOL. -CU.FT.
I OVER 18 INCH DIAM: NO. -■ VOL. -CU.FT.
NOT DICOl.NTtRED 1 X 1 • HRS. AFTER CCIUU110N !TEST PIT NO. TR-10
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I r·~■SIRRINE .. <·: Yf.:
ltfiltiffl ENVIRONMENT Al TEST PIT REPORT TEST PIT NO. TR-11 !LtmillfflcoNSULlTANTS
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I IIACOWDOCKERY RI• PHASE I JOB NO: G-9168 PROJECT: LOCATION: bOWERMACON CLIENT: I MACON/DOCKERY SITE STEERING COMMITTEE ELEVATION: 125 Ii CONTRACTOR: I GSX TANK MANAGEMENT, INC. DATE START: 10-19-89
EQUIPMENT USED:\ FMC LINK-BELT (!RAC-HOE} LS-3400 DATE FINISH: 10-19-89
LOGGED BY: 1IQBDA~
........ STRATA I OEPTH NOJ FIELD CLASSIFICATION REMARKS (f'l) OEPTH CHANGE I
RANGE (FT)
L1.0
liAt-111 t:LAYl;Y llie•lit:l
Soft to firm, orange, moist, mostly sand, llnle clay. :<;
•BACKFILL· w > .0:
f/l ,(:
liNil1 WJD1 lilLI rlie-liMl
It!~ --'-2.0 -Firm, orange to gray to black, moist, mostly medium !. sand, linle clay, few gravel; oil stained soil mottled -., l ]Tl with clay seams, creosote odor.
' I ► •BACKFIU.• :s
~-0-",-4.0 ' I 0
!;LAY {t;Ll \ I It
I= Firm to stiff, orange, moist, mostly clay, trace fine
~· I 1/)
cobbles; bluish-green stain In clay. I I
Ls.0-l ~I C;
•UNDISTURBED CLAY• C \ 01
~
~I .0 I BOTTOM OF EXPLORATION
( I 1/)
~I
'-8.0-\ 0 I i: I z ct 3:: I I;; z
L10.0• -I -~ . ~;
;...__..
12.0-
ASTM COMPONENT%
L14.0• MOSTLY 50-100%
SOME 30-45%
nelt:AL excavate trench through former lagoon and LITTLE 15-25 %
FEW 5-10 % collect soil sample from lower horizon of trench. TRACE c5% Trench backfilled with excavated soils.
GROUNDWATER PIT DIMENSIONS (FT)
DATE tlllE' DlPTMFT. 30 I 4 I 7 840 CU.FT. •
(L) (W) (D)
BOULDERS
12 INCH TO 18 INCH DIAM: NO. . ■ VOL. . CU.FT .
I OVER 18 INCH DIAM: NO. . ■ VOL. . CU.FT •
NOT o«:~l X 1 • HRs. AfTEFI
C0UPLE110N !TEST PIT NO. TR-11
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I t"r!IISIRRINE tr 1t W'[f111 · REPORT )\ ji ENVIRONMENTAL TEST PIT TEST PIT NO. TR-12 rurn~llcONSUL·TANTS I
I MACON/DOCKERY RI• PHASE I JOB NO: G-9168 PROJECT: LOCATION: L,OWEH MA~O~ CLIENT: I MACON/DOCKERY SITE STEERING COMMITTEE ELEVATION: 16~ CONTRACTOR: I GSX TANK MANAGEMENT, INC. DATE START: 1~19-89
EQUIPMENT USED:\ FMC LINK-BELT QRAC•HOEl LS-3400 DATEFINISH: 10-19-89
LOGGED BY: 1ICBCAtil
....... E 8TRATA I DEPTH NOJ CHANGE I RELD CLASSIFICATION REMARKS (f'I) D<Pl>t
RANCE IFT) I
L1.0
5AHl2 CLA)'.1;)'. !5e·5Cl
Soft, brown to orange, dry to moist, mostly medium :,<,
sand, some slit, trace gravel. •BACKFILL· ~/ II) ' ,,,
--2.0--• -ll N ]Ti -lo 5AH12 WITH 5ILI !5e•5Ml '
Soft to firm, orange, moist, mostly medium sand, •
linle silt, few gravel; moderate to minor oil stained /, ,;
~-0-soil, black layer 2" thick at lowest horizon of lagoon. u
•BACKFILL• \ tl:
C, I;;
I ~ I
~ I ~ Ls.o-'-!-6.o "" I Iii ...., CLA)'.(CLl 0 l Stiff, orange, moist, mostly clay, minor leachate } w
stain. ~
•UNDISTURBED CLAY· ) a: I L.8,0-.. HI.O w 0 BOTTOM OF EXPLORATION 0 :E I I
;: L. I ..
'-10.0--'--.
~;
co__,.
12.0·
ASTM COMPONENT%
'"14.0· MOSTLY 50-100%
SOME 30 .45 %
D'.PICAL excavate trench through former lagoon and LITTLE 15-25 %
FEW 5-10% collect soil sample from lower horizon of trench. TRACE c5% Trench backfilled with excavated soils.
GROUNDWATER PIT DIMENSIONS (FT)
DATt llllE' I DEPnin. 25 X 4 X 8 800 CU.FT. • I (L) (W) (D) I
I BOULDERS
I 12 INCH TO 18 INCH DIAM: NO. . • VOL. . CU.FT •
I OVER 18 INCH DIAM: NO. . • VOL. . CU.FT •
NOT ENCOUNTEAE;r I • HRS. AFTER X COIIPLETION ITEST PIT NO. TR-12
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I APPENDIXC
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EHim11s1 RR IN E PAGE _,_. _ OF _!...
~:ii~II ENVIRONMENTAL HEADSPACE ANALYSES G-9168 fil:;:&illcoNsULTANTS J09NUMBER
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I DATE PROJECT MACON/DOCKERY RI PHASE I SAMPLED 10/25/89 CLIENT MACON/DOCKERY SITE STEERING COMMITTEE DATE LOCATION RICHMOND COUNTY1 NORTH CAROLINA IANALVZED 10/25/89
INSTRUMENT USED I FOXBORO OVA ANALYST M. W. HARDER I
EXPLORATION SAMPLE DEPTH SAMPLE SAMPLE BACKGROUND AMBIENT REMARKS" READING READING AIR NUIIBER NUMBER (FT) TYPE (PPII)' (PPM)' TEMP.m uses SOIL TYPE
MW-10 S-1 5-7 SOIL 0 0 80 0
MW-10 S-2 10-12 SOIL 0.4 0
MW-10 S-3 15-17 SOIL 0 0
• PPII rtproaenta concentration of detectable volatile and gaaeoua compound• In parta par million of air.
" Indicate time elapsed from aampllng or removing aampla■ from cooler.
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rnm■slRRINE PAGE .,!_ OF _3_
~j\fmllll ENVIRONMENTAL HEADSPACE ANALYSES !e~llcoNSULTANTS JOBNUIIBER G-8168
PROJECT MACON/DOCKERY RI PHASE I DATE
CLIENT MACON/DOCKERY SITE STEERING COMMITTEE SAMPLED . 11/3188
DATE LOCATION RICHMOND COUNTY1 NORTH CAROLINA ANALVZED 11/3188
INSTRUMENT USED fOXBOBOOVA ANALYST f!!. W. HARDER
EXPLORATION SAMPLE DEPTH SAMPLE SAMPLE BAa<GROUND AMBIENT REMARKS" NUMBER NUMBER (FT) TYPE READING READING AIR
(PPM)' (PPM)' TEMP.= USCS SOIL TYPE
MW-11 S-1 5.0-6.5 SOIL 0 0 80 0
MW-11 S-2 10.0-11.5 SOIL 0 0
MW-11 S-3 20.0-21.5 SOIL 0 0
MW-11 "-A 25.0-26.5 SOIL 0 0
MW-11 S-5 30.D-31.5 SOIL 0 0
MW-11 5-6 40.D-41.5 SOIL 0 0
MW-11 S-7 51.0-52.5 SOIL 0 0
• PPM rapreNnla concentration of detectable vol■tlla and gaueoua compound■ In part■ per mllllon or air.
-Indicate time el■pNd from aampllng or removing umplaa from cooler.
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IFIHISIRRINE PAGE _3_ OF ...!... •.
~iilllENVIRONMENTAL HEADSPACE ANALYSES G-9168 IB~llcoNsuL TANTS JOB NUMBER
PROJECT MACON/DOCKERY RI PHASE I DATE
SAMPLED CLIENT MACON/DOCKERY SITE STEERING COMMITTEE 11113/89
DATE LOCATION RICHMOND COUNTY1 NORTH CAROLINA IANALVZED 11113/89
INSTRUMENT USED FOXBORO OVA ANALYST !i!. W. HARDER
EXPLORATION SAMPLE DEPTH SAMPLE SAMPLE BACKGROUND AMBIENT REMARKS" READING READING AIR . NUMBER NUMBER (FT) TYPE (PPM)' (PPII)' TEMP.IF! uses SOIL TYPE
MW-19 S-1 5.0-6.5 SOIL 0 0 80 0
MW-19 S-2 10.0-11.5 SOIL 0 0
MW-19 S-3 15.0-16.5 SOIL 0 0
MW-19 5-4 20.0-21.5 SOIL 0 0
MW-19 S-5 30.0-31.5 SOIL 0 0
• PPM rtprt1ent1 concentration of dotectabla volatlla and ga .. oua compound• In parts par million of air.
" Indicate Um, elapsed from .. mpllng or removing aamplaa from cooler.
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APPENDIX D
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ENVIRONMENT AL TEST BORING REPORT BORING NO. MW-10 CONSULTANTS
~ROJECT: MACON/DOCKERY RI .PHASE I
CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE JOB NO: G-9168
CONTRACTOR: GRAHAM & CURRIE WEU DRIWNG CO. PAGE NO: 1 ol 3
~QUIPMENT USED: QUIKDRIU80 LOCATION: Up~rMacon
DEP'ni TO: (It.) CASINO SAIIPLER _ ~~. ELEVATION: 2-:1.~s II. OAOUND WATER DATE START: 10-25-89
DAT£ -·Fl£ WATER BOTTOII BOTTOII TYPE HSA 6 '-./ DATEANISH: ll·Cl·Sll COMP OF CASING OF HOLE DRILLER: W. Brower
IIIZE ID 3114 In. 1 318 In. / ....... PREPARED BY: M. Sheehan
HAIIMER WT ....... ./ 140 lbs • ,7
HAIIIIER FAU. / ....... 30 In. ~,
DEPTH CASING &AMPLER IAIIPLE SAMPLE
IN ILOWB ILOWB NUIISEJI DEPTH FIELD CLASSIFICATION AND REMARKS FUT PER PER AANClE
FOOT IINCHE.8
I I No Sa"l)le Taken
Cuttings are Sitt With Sand (ML)
L..5,0 §ILI WITl:I §At:ll1 CMLl 6 5.0 Loose, reddish-brown, moist, mostly sltt, some line sand, little
4 S1 -clay. Sand Is rounded quartz.
5 6.5
-MIDDENDORF FORMATION•
.... 10.0 f!QQBLY S.BAl1El1 §At:ll1 Wint ::ilLI At:ll1 S.BAli!EL C::iYi·::iMl 11 10.0 Dense, reddish-brown, dry to slightly moist, mostly line sand, some
11 S2 -medium sand, little gravel, tow silt. Sand Is rounded quartz, gravel
19 11.5 Is well rounded quartzite and is located In bottom 113 of sample.
-MIDDENDORF FORMATION•
'-15.0 lli,!! • lli,li: WELL S.BAl1El1 SAt:ll1 CSWl 6 15.0 Dense, reddish-brown, moist, mostly medium sand, some fine
11 S3 -sand, law coarse sand. Sand Is subangular quartz.
19
19 17.0 lli,li • lZ,!!; SILD'. SAt:ll1 l::iMl
Reddish-brown, moist, mostly fine sand, some sltt.
-MIDDENDORF FORMATION•
i-20.0
BLOWS/FT, DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT, GROUND WATER ABBREV.
•·• YEAYLOOBE •·• YERYBOFT 8 IPUTSPOON MOSTLY 10. 1CIO'lli, WD • WtlLE DRILLING .... LOOSE •·• eon T TUBE 80IIE 10-45% NE • NOT ENCOUNTERED 11-IC) IIEDtUM DENSE •·• MEDIUM STIFF u UNDCSTURBED PISTON LITTLE ,1.25-.., UR. NOT READ St •ID DENSE ,_,. STIFF Q GRAB SAMPLE FEW 1-10% ... YEAYDENSE tl•IO VERY mFF I OTHER TRACE ...... BORING NO. MW-10 ... HARD NA NO RECOVERY
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BORING NO. MW-10
ENVIRONMENTAL TEST BORING REPORT CONSULTANTS PAGE 2 OF 3
DEPTH CASINO &.AMPLER IAIU'L£ ~IIPU
IN BLOWS BLOW& NUIIBER DEPTH FIELD CLASSIFICATION AND REMARKS FUT PEJI PEJI RANGE
FOOT I INCHES
I I No Sa"1)Ie Taken
Increase In penetration rate at 20 ft.
-25.0 SILT WJJH SAND IML} 5 25.0
9 S4 -Medium dense. mottled orange-brown. dry, mostly silt, little ·~ 26.5 medium sand; well preserved relict porphoritic, medium
grained, hypldiomorphlc-granular fabric. Potassium feldspar
phenocrysts. Saprollte.
-GRANITE RESIDUUM-
,-30.0 " 30.0 SJLI WIItl SAND !ML!
9 -Medium dense, mottled orange-brown, dry to very slightly
n S5 moist, mostly silt, Im1e medium sand, few clay; well preserved 31.5 relict porphorltlc, medium grained, hypidiomorphic-granular
fabric. Saprollte
-GRANITE RESIDUUM-
..... 35.0 6 35.0 SJLJ WIItl SAND !MLl
9 S6 -Medium dense, mottled orange-brown, slightly moist, mostly
12 36.5 slit, Im1e medium sand, few clay; moderately preserved relict
porhorltlc, medium grained, hyplomorphic-granular fabric.
Saprollte.
Circulation loss at 36 to 40 ft.
-GRANITE RESIDUUM-
..... 40.0 6 40.0 SJLI WIItl SAND !MLl 8 S7 -
14 41.5 Medium dense, mottled orange-brown, slightly moist, mostly
slit, some medium to fine sand, few clay; moderately
preserved relict porphoritlc, medium grained,
hypldiomorphlc-granular fabric. Partially weathered pink
potassium feldspar phenocrysts. Saprollte.
-GRANITE RESIDUUM•
-45.0
BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. " ~ GROUND WATER ABBREV.
•·• YEAYLOOSE ··• VEIYBOfT • 8PUT8POON MOSTLY I0-1~ WD • WHILE DRILLING
1-1D LOOSE •·• 80FT T TUBE SOIIE 10 •45'Yt NE • NOT ENCOUNTERED
11 • 10 IIEDIUII DENSE •·• MEDIUM STIFF u UNDISTURBED PISTON UTILE 16-25% UR • NOT READ
H•IO DENSE • -11 811FF Q QRAB&AIIPLE FEW I ·1°"
11+ VERY DENSE 11-10 VERY811FF X OTHER TRACE .. ,. BORING NO. MW-10 11+ HARD NA NO RECOVERY
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BORING NO. MW-10
ENVIRONMENTAL TEST BORING REPORT CONSUL TAN TS PAGE 3 OF 3
DEl'TH CASIHG BAIIPUA BAIIPLE SAIIPI.E
IN 8LOW9 BLOW9 IOJll8£R DEPTH FIELD CLASSIFICATION AND REMARKS FEET PEIi PEIi RANGE FOOT I INCHES
I I No Sample Taken
,-50.0 !ilLI WITH !iAt:IC! (MLl • 50.0 Medium dense, mottled reddish-brown, moist, mostly silt, llttle 8 S8 -medium sand, few clay; well preserved relict porphorltic, , .. 51.5 medium grained hypldlomorphlc-granular fabric. Partially
weathered K-spar, highly weathered plagloclase (white}.
Saprollte.
-GRANITE RESIDUUM-
-55.0
I I No Sample Taken.
!ilLI Yllitl !iAt:IC! IMLl 5 58.5 Medium dense, mottled reddish-brown, very moist, mostly silt,
10 S9 -some line sand, little medium sand, trace clay. Feldspars less -60.0 60.0 14 weathered than above. Saprollte.
-GRANITE RESIDUUM-
BOTTOM OF BOREHOLE COMPLETED AT 58.5 FEET
· -65.0
Note: 0-12.511. drilled using 6.25 Inch I.D. hollow stem augers.
12.5-58.511. drilled using 9 inch tri-cone roller bit,
wash/mud rotary method.
-10.0
BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. ~ GROUND WATER ABBREV.
•·• VERY LOOSE •·• VERY SOFT 8 SPUT8POOII IIOSTL Y IO· 100"1, WO • MILE DRSLUNG
•· 10 LOOSE •·• SOFT ' TIJBE BOIIE ••• 5 ... NE • NOT ENCOUNTERED
11•10 IIEDfUII DENSE •·• IIEDIUII STIFF u UNDeSTURBED PISTON UTTLE 15 .25-., UR • NOT READ
H•ID DEHSE 1-11 STIFF Q GRAB SAMPLE FEW I• 1°"-... VERY DENSE 11-IO YERYmFF X OTHER TRACE ..... BORING NO. MW-10 ... HARD NA NO RECOVERY
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llilffi.§IISIR RINE l~ill ENVIRONMENTAL TEST BORING REPORT BORING NO. MW-11 CONSULTANTS
!PROJECT: MACON/DOCKERY RI• PHASE I
CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE JOB NO: G-9168
CONTRACTOR: GRAHAM I CURRIE WELL ORIUJNG CO. PAGE NO: 1 of 3 !EQUIPMENT USED: O\JIKDRILL 80 LOCATION: Ue~rMacon
GROUND WATER DEP1H TO: (ft.) CASINO BAIIPLER CORE ELEVATION: s.~~ II. -----· DATE START: 11-03-89
DATE ~ A.t-1~ WATER BOTTOM BOTTOM TYPE HSA B ',/ DATEANISH: ll-!IZ-as COUP OFCASINC OF~• DRILLER: W. Brower IIZE ID 31/4 In. 1 3/8 In. / ...... PREPARED BY: M. Sheehan
HAIIIIEA WT ,_,, 140 lbs . ........ ,.,,
HAWIIEA FAU I/ "-30 In. ,,,, ........
DEPTH CASINO 8.AMPlER ........ .........
IN BLOWS BLOWS NUIIBEA DEPTH FIELD CLASSIFICATION AND REMARKS FUT PER PER AANQE FOOT I INCHES
/ No Sa1T4>le Taken
Cuttings are Slit With Sand (ML)
'-5.0 lilLI WITH liA!::111 !MLl 4 5.0 Loose. dark reddish-brown, very slightly moist, mostly silt, some
5 S1 -fine sand, little clay. Sample Is uniform, cohesive. Sand Is
5 6.5 subangular quartz.
•MIDDENDORF FORMATION-
1-10.0 lilLI WITll liA!::111 !MLl 6 10.0 Dense, mottled orange-brown to reddish-brown, slightly moist,
14 S2 -mostly silt, some fine sand, little clay (clay% greater than above).
19 11.5 Sample Is very cohesive. Sand Is subangular quartz.
-MIDDENDORF FORMATION-
--15.0 WELL !:.iBAllEll liA!::111 Wint !:.iBAllEL !liY.ll 15 15.0 Very dense, light orange-gray, slightly moist, mostly coarse to
23 S3 -medium sand, some fine gravel, little clay. Gravel Is very well
33 16.5 rounded quartzite, sand Is subrounded quartz, clay forms very
cohesive gray matrix. Well graded.
•MIDDENDORF FORMATION-
,-20.0
BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT, GROUND WATER ABBREV.
•·• VERY LOOSE •·• VEAY80FT 8 8PUTBPOON MOSTLY I0-1CID'li. WD • WHILE ORIWNQ .... LOOSE •·• 80FT T TIJBE BOIIE IO .45,., NE • NOT ENCOUNTERED 11 _., IIECNUII DENSE •·• IIEDIUll lllFF u UNDISTURBED PISTON LITTLE 15.25, UR • NOT READ 11 • IO DENSE I· 11 ITIFF a GRABBAIIPLE FEW 1-10-..
11+ VERY DENSE , ... VEAYITIFF l OTHER TRACE ..,.
BORING NO. MW-11 11+ · HARD NA NO RECOVERY
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BORING NO. MW•11
ENVIRONMENTAL TEST BORING REPORl CONSULTANTS PAGE 2 OF 3
DEPTH CASINO SAMPLER SAMPLE SAMPLE
IN BLOWS 8l.0W5 NUIIIIER DEPTH FIELD CLASSIFICATION AND REMARKS FUT PER PER RANGE FOOT IINCHES ... 20.0
17 -EAi I.LAY WIIll SAHll {!.l::ll S4 Dense, mottled light gray and orange-brown, very slightly 23 21.5 moist, mostly clay, few to llttle medium to fine sand. Sample Is
highly cohesive, orange-brown portions have little line sand.
•MIDDENDORF FORMATION·
-25.0 LEAH I.LAY WITH SAHll CCL) I 25.0
f; S5 -Medium dense, finely mottled light gray, reddish-brown, and
R 26.5 orange brown, moist, mostly clay, some silt, little to few line
sand. Salll)le Is moderately cohesive and has poor relict
medium grained hypldiomorphlc granular fabric. Saprolite.
-GRANITE RESIDUUM•
-30.0 SILi {ML) 5 30.0
!I S6 -Medium dense, finely mottled maroon, yellow-brown, and gray,
14 31.5 moist, mostly sllt, few fine sand, few clay; moderately
preserved relict medium grained hypldiomorphlc granular
fabric. Saprolite.
-GRANITE RESIDUUM•
-35.0 No Salll)le Taken. / /
,-40,0 5 40.0 SILi {ML) 8 S7 -
10 41.5 Medium dense, reddish-brown, moist, mostly sllt, little clay, few
fine sand; moderately preserved porphoritic, medium grained
hypldiomorphic granular fabric. Saprolite. Phenocrysts are
mlcrocline.
-GRANITE RESIDUUM•
,-45.0
BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. " .,. GROUND WATER ABBREV.
•·• VERY LOOSE. •·• YEAYIOFT • IPUT8POCN IIOST\.Y IO· 100,,.. WD • wtlLE DRILLING ..... LOOSE •·• 80FT T TUBE 80ME I0-45% NE • NOT ENCOUNTERED
11-MI MEDIUM DENSE •·• IIEDIUW STIFF u UNDISTURBED PISTON UTTLE 11·25"" UR • NOT READ
H•IO DEHSE 1-11 STIFF a GRAB SAMPLE FEW I• 1M.
51+ VERY DENSE 1l•IO YERYITIFF X OTHER TRACE .... BORING NO. MW-11 ... HARD NA NO RECOVERY
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11
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BORING NO. MW-11
ENVIRONMENTAL TEST BORING REPORT CONSULTANTS PAGE 3 OF 3
DEPTH CASING SAIIPLEA BAMPl£ isAIIPl£ .. BLOWS BLOWS NUIIBEII DEPTH FIELD CLASSIFICATION AND REMARKS FUT PEA PEA IIAIIGE FOOT I INCHES
45.0 SILJIMLl T1 -Reddish-brown. moist, mostly sill, little clay, few fine
46.75 sand; moderately preserved porphorltic, medium
grained, hypldiomorphlc-granular fabric. Saprolite.
-GRANITE RESIDUUM-
'-IIO.O
SILJ IMLl • 51.0 1n S8 -Medium dense, reddish-brown, moist, mostly slit, little clay, few
•• 52.5 fine sand; moderately preserved porphorltic, medium grained
hypidiomorphlc granular fabric. Saprollte.
-GRANITE RESIDUUM-
'-55.0 BOTTOM OF BOREHOLE COMPLETED AT 51.0 FEET
Note: 0-12.0 ft. drilled using 6.25 Inch 1.0. hollow stem augers.
12.0-51.0 ft. drilled using 9 Inch trl-cone roller bit,
wash/mud rotary method.
.... 60.0
.,_65.0
.,_70.0
BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. , GROUND WATER ABBREV.
•-• YERYL008E ·-· VERY SOFT • BPUTBPOON MOSn.Y 10 • 100"Wi. WD • WHILE DRILLING .... LOOSE •-• SOFT T TIJBE SOME IQ. '5% NE • NOT ENCOUNTERED
11-IO MEDIUM DENSE ·-• MEDIUM STIFF u UNDISTURBED PISTON UTTLE 15•25"-UR • NOT READ
St-lO DENSE I· ti STIFF a GRAB SAMPLE FEW 1-'°"' .,. VERYD£NSE ,,_., VEAYfflFF X OTHER TRACE .. ,. BORING NO. MW-11 11+ HARD NA NO RECOVERY
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~i~i?Jt~~~f~ TEST BORING REPORT BORING NO. MW-12
PROJECT: MACON/DOCKERY RI• PHASE I
CLIENT: MACON/DOCKERY SITE STEERING CX>MMITTEE JOB NO: G-9168
CONTRACTOR: GRAHAM & CURRIE WELL DRIWNG CO. PAGE NO: 1 ol 2
"OUIPMENT USED: QUIKDRILL 80 LOCATION: Ue]rMacon
DEPlH TO: (II.) c:ASINO SAMPLER CORE ELEVATION: Q,Q~ fi, GROUND WATER DATE START: 11-15-89
DATE NaiAFTE WATER IOTTC)M IOTT0M TYPE HSA 6 '-/ DATE FINISH: ll·lli:OS COMP OF CASING OF HOLE DRILLER: W. Brower
SIZE ID 31/4 In. 1 3/8 In. / ........ PREPARED BY: C. Rowan
NAIIIIEJIWT -....-140 lbs. " .,.
HAMIIERFAU .,.,. ....... 30 In • 7"
DEPTH CASING &AMPLER BAIIJ'U BAIIJ'U
"' ILOWB ILOWB NUIIIIEII DEPTH FIELD CLASSIFICATION AND REMARKS FUT PER PER RANGE FOOT IINCHEI
/ I No Sample Taken
Cuttings are Sandy Clay to Clayey Sand (CL/SC)
'-5.0 SM:IC!Y !::LAY 11::Ll 7 5.0 Still to very stiff, red, moist, some line to medium grained
10 S1 subrounded quartz sands, low to non plastic quartz sands.
9 -
10 7.0
• MIDDENDORF FORMATION-
-10.0 !::LAYEY SAt:IC! IS!::l 9 10.0 Medium dense, brown, moist, mostly medium grained subrounded
12 S2 sand, some clay. Sample Is Mg stained and contains trace gravel.
13 -
13 11.5
• MIDDENDORF FORMATION-
>-15.0 SAt:IC!Y !::LAY 11::Ll 10 15.0 Hard, yellowish red and pale brown to pale yellow, saturated,
14 S3 -mostly clay, few line grained subrounded quartz sand. Sample Is
19 Fe stained and has 1/2 cm diameter quartz fragments. Sample has
29 17.0 relict porphyritic fabric. Saprollte.
-GRANITE RESIDUUM-
i-20.0
BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT,. GROUND WATER ABBREV.
•·• VDIYL008E •·• YERY80FT • BPUTBPOON MOSTLY I0-1CIO'I'-WD. WHILE DRILLING .... LOOSE •·• 80FT T T\JBE SOME IO •'5,. NE • NOT ENCOUNTERED 11-IO MEDIUM DENSE •·• IIEDIUW STIFF u UNDISTURBED PISTON LITTLE 11-25"11, UR • HOT READ 11 •IO DENSE I· 11' ITIFl' Q GRABBAIIPLE FEW 1-10% .,. VDIYDENSE ,. .. YEAYITIFl' l OTHER TRACE ..... BORING NO. MW-12 11+ NARO NA NO RECOVERY
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ENVIRONMENTAL TEST BORING
BORING NO. MW-12 REPORT CONSULTANTS PAGE 2 OF 2
D£PTlt CASING SAMPLER BAMPlE SAMPlE
"' BtOWB BLOWS NUIIBER D£PTH RELD CLASSlRCATION AND REMARKS FEET PEA PEA RANGE FOOT I INCHES
C 20.0 lillLll LEAtl !.LAX Wl1N EAI !.LAX 1!.L·!.l:ll 7 S4 -Very stiff, pale brown, moist, mostly clay, trace line grained
9 quartz sand. Some portions of sample returns were very stiff,
• 22,0 very plastic lat clay. Sample has granitic fabric. Saprolite .
-GRANITE RESIDUUM-
-25.0 liAt111X !.LAX l!.Ll ; 25.0
8 Very stiff, yellowish red, mostly clay, few to little line grained,
S5 -subrounded quartz sand. Sample has horizontal and vertical 14
~~ 30.0 fractures filled with Mg and Fe staining. Some returns are 114
to 112 cm granitic fragments. Saprollte.
-GRANITE RESIDUUM-
-30.0 lilLll liAtll1 lliMl ••n •-• Hard, brownish-yellow, saturated, mostly line grained, ? 1,,, .. S6 subrounded quartz sand, little to some slit.
•GRANITE RESIDUUM•
-35.0
BOTTOM OF BOREHOLE COMPLETED AT 35.07 FEET
Note: . Drilling was with 1 O 112" OD Hollow Stem Augers . No water was added during drilling .
>-40.0
.-4S.O
BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. • GROUND WATER ABBREV •
•·• VERYL.00SE. •·• VERY IOfT 8 8PIJT8POON IIOSTl Y IO• 1DO'M. WD • MILE DRILUNQ .... LOOSE •·• 80FT T TUBE BOIIE IO •46'1io NE -NOT ENCOUNTERED
11-• MEDfUM DENSE •·• IIEDIUIIBnFF u UNDISTURBED PISTON LITTLE 15 • 25Y. UR • NOT READ
31-IO OENSE ,_,, ITIFF Q GRAB SAMPLE FEW 1-10% ... VERY DENSE 11-IO VERY 8TIFF l OTHER TRACE ..,. BORING NO. MW-12 ... HARD NA NO RECOVERY
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ENVIRONMENT AL TEST BORING REPORT BORING NO. MW-19 CONSULTANTS
"ROJECT: MACON/DOCKERY RI• PHASE I
CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE JOB NO: G-9168
icoNTRACTOR: GRAHAM I CURRIE WEU DRIWNG CO. PAGE NO: 1 ol 3
"0UIPMENT USED: OUIKDRIUSO LOCATION: Dent Macon
DEPTH TO: (II.) CASINO SAMPLER _ ~~-El.EVA llON: 4.§~ II. OROUND WATER DATE START: 11-10-89
DAlE --·· WAm< BOTTOM BOTTOM TYPE HSA s '-/ DATE FINISH: ll·l3·11ll COMP OF CASINO OFHOlE DRILLER: W. Brower
IIIZE ID 31/4 In. 1 3/8 In. 7.....: PREPARED BY: M. Sheehan
HAMMER WT ,,., 140 Iba. ,,;,
HAUMEAFAU .., ......_ 30 In. ,,, '
DEPTH CA5'NG &AUPl.ER IAIIPI.£ aAIIPI.E
IN ILOWS ILOWS NUIIBEJI DEPTH FIELD CLASSIFICATION AND REMARKS FUT PEIi PEIi IWIOE FOOT I INCHES
I I No Sa1r4>le Taken
'-5.0 !!IL TY !!Alil2 (!!Ml
5 5.0 Medium dense, reddish-brown, very slightly moist, mostly 8 S1 -medium sand, some silt, little fine sand, poorly graded.
8 6.5
-MIDDENDORF FORMATION-
-10.0 !ill TY !!Alil2 Yir'.IIl:l !:iBAllEL ISM! 12 10.0 Medium dense, reddish-brown, dry to very slightly moist, mostly
12 S2 -medium sand, some silt, some to few fine gravel, well graded.
12 11.5 Gravel Is well rounded quartzite and mostly lies between 10.4 to
10.9 teet.
-MIDDENDORF FORMATION•
'-15.0 LEAH QLA:r'. !QLl 4 15.0 Medium dense, reddish-brown, moist, mostly clay, some silt, trace
7 -fine sand; poorly preserved relict medium grained S3 8 16.5 hypldlomorphic-granular fabric. Saprollte.
-GRANITE RESIDUUM-
>-20.0
BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT I GROUND WATER ABBREV.
•·• YiRYLOOSE •·• VERY SOFT • BPUT&POON uosnv so-tOO'!II, WO-MILEDRIWNQ .... LOOSE •·• son T TUBE 80IIE I0-45-r. NE • NOT ENCOUNTERED 11 •ID IIEDIUU DENSE •·• IIEDIUll 911FF u UNDISTURBED PISTON LITTLE 15-25-. UR· NOT READ 11 •IO DENSE ,_,. ITIFF G QAABBAUPLE FEW 1-1'"'-... VERY DENSE 11-IO VERYmFF I OTHER lRACE -BORING NO. MW-19 11+ NARD NA NO RECOVERY
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BORING NO. MW-19
ENVIRONMENTAL TEST BORING REPORT CONSULTANTS PAGE 2 OF 3
DEPTH CASING SAMPLER IWIPl£ 5AIIPLE
IN BLOWS BLOWS NUIIBER DEPTH FIELD CLASSIFICATION AND REMARKS FUT PER PER RANGE FOOT I INCHES
ft 20.0 .. S4 -LEAtl I.LA)'. 11.Ll
5 21.5 Loose, reddish-brown, moist, mostly clay, some silt, trace fine
sand; poorly preserved relict porphorltic, medium grained,
hypldlomorphlc-granular fabric. Saprollte.
-GRANITE RESIDUUM-
~25.0 No Sample Taken. I I ~
'-30.0 SILJIMLl • 30.0 Loose, reddish-brown, moist, mostly silt, some clay, trace fine
4 SS -sand, moderately preserved medium grained, hypidiomorphic
6 1 ... ~ granular fabrtc. Saprolite.
-GRANITE RESIDUUM-
-35.0 I I No Sample Taken.
'-<IO.O SILJIMLl .. 4U.O Loose, light reddish-brown, moist, mostly silt, some clay . • S7 -Moderately preserved relict medium grained, hypidiomorphic .. 41.5 granular fabric. Saprolite.
-GRANITE RESIDUUM-
'-45.0
BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. II • GROUND WATER ABBREV.
•·• VERY LOOSE •·• VERY 80FT • SPUTSPOON IIOSTLY IO-tCIO% WD • WI-ILE DRILLING
1-10 LOOSE •·• 80FT T TlJBE SOME 10 .45-. NE -NOT ENCOUNTERED
11-10 MEDIUM DENSE •·• IIEDIUII STIFF u UNotSTURBED ASTON LITTLE 11•25"" UR -NOT READ
21-IO DENSE I. 11 8T1FF Q GRAB SAMPLE FEW 1-tO'Wt ••• VEAYOENSE 11-ID VERY STIFF I OTHER TRACE d" BORING NO. MW-19 ... HARD NA NO RECOVERY
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li~IISIRRINE
i!falmll ENVIRONMENTAL TEST BORING NO. MW-19
BORING REPORT CONSULTANTS PAGE 3 OF 3
DEPTH CASING .......... IAIIP\.E .. IIP\.E .. BLDWS BlDW8 NUIIBEA DEPTH FIELD CLASSIFICATlON AND REMARKS FEET PER PER RANGE
FOOT IINCHE8
SILT (ML\
3 46.0 Loose, light reddish-brown, moist, mostly sltt, some clay.
3 S7 -Moderately preserved relict medium grained, hypldiomorphlc
4 47.5 granular fabric. Sarpollte.
-GRANITE RESIDUUM-
-50.0 BOTTOM OF BOREHOLE COMPLETED AT 46.0 FEET
Note: 0-10.0 ft. drilled using 6.25 Inch I.D. Hollow Stem Augers.
10-46.0 ft. drilled using 9 Inch tri-cone roller bit, mud
rotary method.
e-55.0
e-60.0
e-65.0
-70.0
BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. .. GROUND WATER ABBREV •
•·• YERYLOOSE •·• VERY IOFT • IIPUTBPOON MOSTLY IO -1~ WD • WHILE DRILLING
1·10 LOOSE •·• 80FT T TUBE SOIi£ I0-45,C,. NE • NOT ENCOUNTERED
11 •ID MEDIUM DENSE •·• MEDIUM anFF u UNDISTURBED PISTON UTT1.E 11-25% UR • NOT READ
11 •ID DENSE 1-11 BTIFI' a GRAB SAMPLE FEW 1-10% ... VEAYD£NSE 11-IO VERY STIFF I Oll!EA TRACE .... BORING NO. MW-19 ... HARD HR NO RECOVERY
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I APPENDIX E
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I ~rnfl11SIRRINE \@mmll ENVIRONMENT AL
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filelUlcoNSU L TANTS GROUND WATER MONITORING INSTALLATION DETAIL
PROJECT: MACON/DOCKERY RI PHASE I JOB NO G-9168
LOCATION: RICHMOND CO, NORnt CAROLINA INSTALi.A TION NO MW-10
CLIENT: MACONIOOCKERY SITE STEERING COMMITTEE TYPE OF INSTALLATION
MONITORING WELL CONTRACTOR: GRAHAM & CURRIE WELL DRILLING CO.
BORINONO. MW-10 DRILLER: W. BOWER CERTIFICATION NO: 537
LOCATION UPPER MACON
SEC FIELD REPRESENTATIVE: M.SHEEHAN
M.HARDER INST ALLA 110N DATE 11/01,02/89
SURVEY 1..-TOP 01' PROTECTIVE CASINO (CAP OPEN) NAO 27 FOR STATE PLANE I DATUM El.. STICKUP
GROUND TOP 01' WELL CASINO OR RISER PIPE
SURFACE ELEVATION: 263.36 ft. El.. 265.51 ft. 0EP1M 2.15 ft.
Bentonlte/ -Slit With Sand (ML TYPE 01' SURFACE SEAL Cement Grout ~ 0.0 Bentonlte/ TlllCKNESS 01' SURFACE SEAL "' Cement Grout 39 9 ft
~ Poorly Graded
Sand With Slit and 0 Gravel (SW-SM) TYPE 01' PROTECTIVE CASINO Steel I-INSIDE DIAMETER I-15.0 TOTAL LENOTH 5 a 11. 0 z Well Graded -Sand(SW) Cl) -..I 17.0 BOTTOM 01' PROTECTIVE CASINO
"' SIity Sand (SM) El.. DEPTH w
Cl) 25.0 C 39.9' Sch. 5 Type 304 z Slit With Sand "' .., TYPE 01' WELL CASINO OR RISER PIPE Stainless Steel
..I (ML) ~ V INSIDE DIAMETER 2.D In. ..I Bentonlte ~ ii: .._._,. ~ lo: IL 0 "' APPROXIMATE DIAMETER OF BOREHOLE 10 In. m Fine Sand ~ 47.15' ~ TOP 01' WELL POINT
EL. 218.16ft. DEPTH 47.35 ft. C Coarse Sand sch. 5 Wlra Wrapped z 0 FIiter Pack -TYPE OF WELLPOINT Stainless Steel
0 (Torpedo SCREEN QAUQE DR SIZE OF OPENINQS D.DlD In.
..I INSIDE DIAMETER 2 In. ~ Sand) TYPE 01' BACKFILL AROUND POINT Washea i:iuartz
w Sand
~ a: "' BDTTDII 01' WELL POINT :E EL. 208.18 ft. DEPTH 57.35 ft. :E ::::, BOTTDII OF BOREHOLE Ill -
• FIOURES ABOVE REFER • ALL DEPTHS ARE REFERENCED El.. 207.01 ft. DEPTH 58.5 ft.
TD DEPTH IN FEET TD OROUND SURFACE
49.61 ft. 39.9 fl.
10.24 ft. 59.85 ft. W?'/2:l LENOTH OF RISER PIPE + LENQTH OF WELL POINT & PLUQ = TOTAi. BENTDNrrE SEALS •• 44.1 ft.
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~;::~1111s IRR IN E
f:fE@IIENVIRONMENTAL
biilillcoNSULTANTS GROUND WATER MONITORING INSTALLATION DETAIL
PROJECT: MACON/DOCKERY RI PHASE I JOB NO G-9168
LOCATION: RICHMOND CO., NORTH CAROLINA INSTAUATION NO MW-11
CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE TYPE OF INSTALLATION
MONITORING WELL
CONTRACTOR: GRAHAM & CURRIE WELL DRILLING
DRILLER: W.BOWER CERTIFICATION NO:
BORING NO. MW-11 537
LOCATION UPPER MACON
SEC FIELD REPRESENTATIVE: M. SHEEHAN
M.HARDER INSTALLATION DATE 11/08189
SURVEY
DATUM NAO 27 FOR STATE PLANE I 1...--TOP OF PROTECTIVE CASINO (CAP OPEN)
El.. STICKUP
GROUND TOP OF WELi. CASINO OR RISER PIPE
SURFACE ELEVATION: 269.44 ft. El.. 271.92 ft. DEPTH 2.48 ft.
Bentonlte/ -Bentonlte/ TYPE OF SURFACE &EAL Cement Grout ~ Slit With Sand (ML Cement Grout THICKNESS OF SURFACE &EAL 29 6 ft, "' 0 Ill
0 TYPE OF PROTECTIVE CASINO Steel ... INSIDE DIAMETER ... 15.0 TOT AL LENCITH $ 0 ft 0 Well Graded z -Sand(SW) Ill -..I 20.0 BOTTOM OF PROTECTIVE CASINO
"' Fat Clay With El.. DEPTH w Ill Sand (CH}
0 25.0 29.6 Sch. 5 Type 304 z ""' TYPE OF WELL CASINO OR RISER PIPE Stainless Steel "' Lean Clay With '/ ..I Sand(CL) Bentonlte 1/ 1/ INSIDE DIAMETER ~.D In.
..I
ii: 30.0 !15.9 ~ ~ ~ Slit (ML) 0 "' APPROXIMATE DIAMETER OF BOREHOLE 10 In. m Fine Sand
ui z 37.0 0 E TOP OF WELi. POINT
El.. 231.92 ft. DEPTH 40.0 fl. 0 Coaree Sand Sch. 5 Wire Wrerped z 0 FIiter Pack TYPE OF WELLPOINT Stainless Stee
0 (Torpedo SCREEN GAUGE OR SIZE OF OPENINGS D.DlD In.
..I INSIDE DIAMETER 2 In. 0 Sand) TYPE DF BACKFILL AROUND POINT W~sliea c:iuartz Ill Sand w !::! a: "' BOTTOM OF WELi. POINT :E El.. 221.92 ft. OEPTH 50.0 ft. :E ::, -BOTTOM OF BOREHOLE Ill
• FIGURES ABOVE REFER , ALL DEPTHS ARE REFEREHCEO EL. 220.92 fl. OEPTH 51.0 ft.
TO DEPTH IN FEET TO GROUND SURFACE
42.54 ft. 29.6 ft.
10.23 fl. 52.77 ft. ~ LENGTH OF RISER PIPE ♦ LENGTH OF WELL POINT & PLUG = TOTAL BENTONITE SEALS
35.9 ft.
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!!!:fr!IIS IRR IN E t;')Jwll ENVIRONMENT AL
EtilillcoNSULTANTS GROUND WATER MONITORING INSTALLATION DETAIL
PROJECT: MACON/DOCKERY RI PHASE I . JOB NO G-9168
LOCATION: RICHMOND CO., NORTH CAROLINA INST Au.A TION NO MW-12
CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE TYPE OF INST Au.A TlON
MONITORING WELL
CONTRACTOR: GRAHAM & CURRIE WELL DRILLING CO.
BORING NO. MW-12
DRILLER: W. BOWER CERTIFICATION NO: 537
LOCATION LOWER MACON
SEC FIELD REPRESENTATIVE: C.ROWAN
T.SCOTT INSTAu.ATION DATE 11/17/89
SURVEY
NAO 27 FOR STATE PLANE! 1..-TOP OF PROTECTIVE CASINO (CAP OPEN)
DATUM EL. STICKUP
GROUND TOP OF WEU. CASING OR RISER PIPE
SURFACE ELEVATION: 170.03 ft. EL. 171.98 DEPnt 1.95 ft.
Bentonlta/ -TYPE OF SURFACE SEAL Cement Grout ~ Sandy Clay (CL) Bentonlta/ THICKNESS OF SURFACE SEAL l Z,li II < CJ Cement Grout
1/1
0 TYPE OF PROTECTIVE CASINO Steel ... INSIDE DWIETER ... 10.0
0 TOTAL LENGTH 5.DD z Clayey Sand (SC) -1/1 u.o -BOTTOII Of PROTECTIVE CASINO ..,J < Sandy Clay (CL) EL DEPTH w 1/1
C Sch. 5 Type 304 z < TYPE OF WELL CASINO OR RISER PIPE Stalnless Steel
..,J 17.6 INSIDE DIAIIETER 2.D In.
..,J v 17 ii: ~ Bentonlte /
CJ ~ / < 19.R / -APPROXIIIATE DIAIIETER OF BOREHOLE 10.5 In. m Fine Sand ui ""Q z ~ TOP OF WEU. POINT
El.. 149.01 ft. DEPTH 22.97 ft. C Coarse Sand Sch. 5 Wire Wrarped z
0 FIiter Pack TYPE OF WELLPOINT Stainless Stee
CJ (Torpedo SCREEN GAUGE OR SIZE OF OPENINGS D.DlD In.
..,J INS10£ DIAIIETER 2 In. 5 Sand) TYPE OF BACKFIU. AROUND POINT Wasfiea 1:iua[!i 1/1 Sand w ~ 30.0 a: < SIity Sand (SM) 80TTOII OF WEU. POINT
:::E EL. 139.02 ft. DEPnt 32.96 ft. :::E ::, 80TTOII OF BOREHOLE 1/1
• FIO~ES ABOVE REFER • ALL DEPTHS ARE REFERENCED EL. 136.91 ft. DEPnt 35.07 ft.
TO DEPTH IN FEET TO OROIMO SURFACE
25.27 ft. 17.6 ft.
9.99 ft. 35.26 ft. W"'& LENGTH OF RISER PIPE ♦ LENGTH OF WELL POINT 6 PLUG = TOTAL BENTONrrE SEALS
19.8 ft.
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F.j!!fflllS IRR IN E
~(! ~II ENVIRONMENTAL
tlbfl!mllcoNSULTANTS GROUND WATER MONITORING INSTALLATION DETAIL
PROJECT: MACON/DOCKERY RI PHASE I JOB NO G-9168
LOCATION: RICHMOND CO., NORTil CAROLINA INST AU.A Tl0N NO MW-19
CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE TYPE OF INSTALLATION
MONITORING WELL CONTRACTOR: GRAHAM & CURRIE WELL DRILLING CO.
DRILLER: W. BOWER CERTIFICATION NO:
BORING NO.
537 MW-19
LOCATlON UPPER MACON
SEC FIELD REPRESENTATIVE: M.SHEEHAN
C.ROWAN INSTAUA TION DA TE 11/13, 14 /89
SURVEY I 1..-TOPOFPROTECTIVECASINO(CAPOPEN)
DATUM NAO 27 FOR STATE PLANE El.. 8TICKUP
GROUND TOP OF WELL CASINO OR RISER PIPE
SURFACE ELEVATION: 234.93 fl. El.. 236.89 fl. DEP'TH 1.96 fl.
BentonHa/ -TYPE OF SURFACE SEAL Cement Grout ~ SIity Sand (SM) THICKNESS OF SURFACE SEAL 26 75 ff ct Bentonlta/ ~ Cement
0 Grout TYPE OF PROTECTIVE CASINO Staal I-INSIDE DIAMETER I-10.0 -
0 TOT AL LENGTH !.DB. z Lean Clay (CL) -fl) -BOTTOM OF PROTECTIVE CASINO ..J ct El.. DEPTH w fl)
0 Sch. 5 Type 304 z ct TYPE OF WEI.L CASINO OR RISER PIPE Stainless Staal
..J 26.75 INSIDE DIAMETER 2.D In.
..J ...
ii: 30.0 BentonHa ~ ~ lie (.) Slit (ML) / /. APPROXIMATE DIAMETER OF BOREHOLE 10 In. ct 31.9 C. ID Fina Sand ~ 37.85
0 TOP OF WELL POINT E El.. 202.11 fl. DEPTH 34.78 fl. 0 Coarse Sand Sch. 5 Wire Wrarped z 0 FIiter Pack TYPE OF WELLPOINT Stalnless Slee
(.) (Torpedo SCREEN GAUGE OR SIZE OF OPENINGS D.DiD In.
..J INSIDE DIAMETER 2 In. ~ Sand) TYPE OF BACKFILL AROUND POINT Was~ea !:iuartz
~ Sand
a: ct BOTTOM OF WELL POINT ::E El.. 191.89 fl. DEP'TH 45.00 fl. ::E ::, ~ BOTTOM OF BOREHOI.E fl)
• FIGURES ABOVE REFER • ALL DEPTHS ARE REFERENCED -El.. 190.89 fl. DEP'TH 46.00 fl. TO DEPTH IN FEET TO GROUND SURFACE
37.46 ft. 26.75 fl.
10.22 fl. 47.68 ft. W$/2:I LENGTH OF RISER PIPE ♦ LENGTH OF WELL POINT 6 PLUG = TOTAL BENTONrrE SEALS
31.90 fl.
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I APPENDIXF
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--- - - - - -llllii -----------------------
U. S, STANDARD SIEVE SIZE
1 D' 3 IN 3/4 IN N0.4 N0.10 N0.40 N0.200 HYDROMETER .
h ·-----
90ttttt+Ht--t---+ttt+t++-t----t+tt++.':+....,~~-="f,,c---,.-H+t+t~'Ht--t---tt+t++++-t--11tt+t+t-t-+--l """'-ar ' .,
I-· · 7011++++-+-+--t--+---H++++-+-+-+--1K++++-~t--+---H4++4-'~'~-+--4-H-+4+-½-½-+--~44+-1~4-1t---➔ i3 -" ~ 60,ttttt-t-t-t---t---tt'°l'"ttt--t---t--f.----lH+tt-f'--Ht---t----H+t+-t-+--+-'+---+1HY-H-+-+--t--t+t-H-++-+--+---t ► ' CD
a: SlJ!t'+t+t++-t----tttt-+t-,Hi-f.---t+H-H-++-t--ll-+++++fHl--+-_.:1,'~+t++++-+---IH++++~~+-~ .., z -.._ 4oi+'t+H++-t--ltt.t+-HHL--t---t+++H++-t-Hl++H--hHl-+---H~1:+r-+"'~k::i1--+---H-1-++-1-+-+-l-~
~----.., ~
~ 30ttttt-rt-'.t-t-.....,.""ft1'ttt-t--r-r.--11ttttir:Ht--t---tt+t+i:-<t-+---t--ttt~+t-t-+---t1H"f~l:::+-t-!t---1 ~ -~
.....
10tttt-t-t-t-t--t----tttt-H-t-1t--t---1tttt-H~-t--t---H+t-tt+-t-+--+tt++-t-t-t--t--tt++++-t-+--t-~
0 ,-~oo-;t;.o~ ....... _.__.__,,~oo~ ....... ...._.__....._--;1':o......,_....,._...._.__...._-:-,_"'=oL.1..J...L.J....U....."--...L--:::-0-1::. ,u:.i....L.L-'---'--...._....,o~ .... 01~..J....1...1..-'-...1..-o..J.001
GRAIN SIZE IN MILLIMETERS
COBBLES I I
I :a I 1·1 I
)AMPLE DEPTH CLASSIFICATION NAT WC LL PL
I mtco... 4~.0 -
M-"'-Tl. 46.75 Ft. Ton ard Write Sliohtlv
Siltv Fire to O:mse
SAID (-lite) (s+S::)
/~ GEO-SYSTEMS DESIGN & TESTING, INC. w GEOTECHNICAL SERVICES AND MATERIALS TESTING
P.O. Box 2656,_ West Colum.bia, South Carolina 29171
Vertical coefficient of
penneabilily (Kt)
Specific Gravity (Gs)
Moisture Conten1 (w%)
Void Ration (e0)
.
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Pl
9.23 X 10 -San/sec
2.64
36.66
1.13
SILT OR CLAY
GRAIN SIZE DISTRIBUTION
M:o:nibd<ecy Site
Ridmrd Chnty,· N:rth Qmilfm
ra; .kb N::>. G-9168 ..
Unit Weight (ilM) 103.4 pcf
% Saturation (S;) 96.8
% Saturation (Sf) 100.0
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I APPENDIXG
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- - -- -- - - - - - - - - - - - - -
Monitoring Well Development Log
Page_1_ol~
Date Started (yr/mo/day) 89/11 /3D Date Completed (yr/mo/day) 89/12/1
Aeld Personnel __ _.u.._.H,.A.,R:uD.,.E..,Ro... _____________ _
Site Name MACQNIQQCKERY
SEC Job • G-9168
wen ID• MW-01
_x_upgrsdlent __ powngradlent
Weather Condltlona ___ s_U_N_N_Y_, C_L_EA_R_,_c_O_L_D ________ _
Air Temperature 45 'F
Datemme Discharge Rate Volume Purged Water Temperature pH (gpm) (gallons) ('C)
1307 -1 2D.O 15.3 7.80
1527 25.0 16.8 6.60
-1
1535 <1 27.0 17.0 6.00
1545 c1 30.0 17.3 5.83
1558 17.0 5.67 . 32.0
1604 <1 33.0 16.9 5.50
1705 <1 40.0 15.4 5.00
1715 c1 50.0 15.7 5.50
12/1/89
0806 c1 65.0 13.2 5.73
Sirrine Envlronmental Consultant•
P.O. Box 24000
Greenvllle, SC 29616
Total Well Deplh (TWD) = ---~5~4~,Z~I-OC~ _________ 1_11_00_1t
Deplh to Ground Waler (DOW) = __ 2_2_._5_T_OC __________ 11_100_lt
Length of Water Column (LWC) = TWD • DOW= ---'3_2_.1_5 _____ 1_11_00_11
1 Ceelng Volume (CCV) = LWC x .652 = ---"-2D'-'.-'-96"-___ _..ga'-'ll'-'o=n•
5 Ceslng Volume■= ___________ 1'-'D'-'4"'.8'-'1 ____ _.p""a"-llon=•
Method of Well Denlopment __ .:,.A::.:IRc:.=L::.:IFT..:.. __________ _
Total Volume of W■ter Removed 7D.O
Eh Speclffc Conductivity Turbidity/Color Sand Content Rernaru (µmhos/cm) (%)
36.0 2 -5 slightly turbid
35.0 2 -5
32.7 2 c5
-2 c5
32.5 2 c5
32.7 2 c5
31.7 2 <'
31.2 2 <2
28.3 2 <2
COMMENTS/OBSERVATIONS: lnblal 10-15 gallon sum, slowlna down to :s <anm dlschara1>\ Yerv alow mcham,,
weldeV0188
-- - - ---------- - - - - -
Monitoring Well Development Log
Dale Started (yr/mo/day) 89/12/2 Data Completed (yr/mo/day) 89/12/2
Field Paraonnel ___ M_._H_A_R_D_E_R ______________ _
SIie Name MACON/DOCKERY
SEC Job • G-9168
WaUID. __ MW_--0_2 __________________ _
__ Upgradlanl _!_Downgradlenl
Weather Condlllona ___ o_V_E_R_C_A_S_T_; _c_oo_L __________ _
Air Temperature 45
Datemme Discharge Raia Volume Purged Water Temperature pH 12/2/89 (gpm) (gallons) ('C)
1430 c1 5.0 17.3 6.60
1730 c1 10.0 14.3 5.85
1740 c1 16.0 17.2 5.70
COMMENTS/OBSERVATIONS: lnltlal 5 gallon surge slowlng down to· c 1 gpm.
weldeV0188
Sirrine Envtronment■I Conaull■nta
P .0. 801 24000
Greenvllle, SC 29618
Total Well Depth (TWO)= ___ _,5~8~,S~J.._OC= __________ 1_11_00_1t
Depth lo Ground Waler (DOW) = 33.90TOC 1/100lt ----------------
Length of Waler Column (LWC) = TWD • DOW= __ ..:2;..;4~.60;.;;... ____ ..;1""/1:.:;00~lt
1 Ca■lng Volume (OCV) = LWC • .652 = ___ .;.16:.;•.c.D4.;_ ____ gaa;;.:cll:.:;on=•
5 Cealng Volume■= ___________ 80_.20 _____ Jg~•-llo_n_I
Method of Wall Danlopmanl ___ A_IR~L_IFT ____________ _
Total Volume of Water Removed 16.0 gallon■
Eh Specific Conducllvlly Turbidity/Color Sand Conlan! Ramarb (µmhoa/cm) (%)
34.7 3-4 5-10% turbid to very turbid
29.0 3-4 5-10%
31.7 3-4 5-10%
- -- - ------------- - -
Monitoring Well Development Log
Page_3_ol~
Date Star1ed (yr/mo/day) 89/12/2 Date Completed (yr/mo/day) 89/12/2
Fleld Peraonnel __ -"M'"'-'H-"A-"R-"D"-E=R:.:... _____________ _
Site Name MACON/DOCKERY
SEC Job I G-9168
wen ID •---=-MW=-'--03=--------------------
__ upgrac11en1 _!_Downgradlent
Weather Condltlona OVERCAST; COOL
Air Temperature 40
Datemrne Discharge Rate Volume Purged Water Temperature pH 12/2/89 (gpm) (gallona) ('C)
1650 c1 18.0 15.4 6.88
1700 c1 20.0 14.7 6.00
Sirrine Envlronmental Conaullanta
P.O. Box 24000
Greenville, SC 29618
Total Well Depth (TWD) = _____ S.,Q,..0,u.T.,.OC""-_________ 1_11_oo_n
Depth to Ground Water (DGW) = ___ 23_._4_T_OC _________ ..;,1/..;,1.:..00:....;.ft
Length of Water Column (LWC) = TWD • DOW= __ ..:26=.6:,_ ____ ..;1::..11:.::00=..:;ft
1 C.elng Volume (OCV) = LWC 1 ,652 = __ ....;.;17;.;:•;;;.34.;... ____ .,.pa:..:1;.;:lon=•
5 C.alng Volumea = __________ .....:86=,7;.;:2:_ ___ _.gi=•:::cOon=•
Method of Well Development __ ..:;A.::l.:..:R..:L::;IFT:....:.. ___________ _
Total Volume of Weter Removed 20.0 ganon■
Eh SpeclHc Conductivity Turbidity/Color Send Content Rem-(Jlfflhos/cm) (%)
30.5 3-4 10% turbid to very
turbid
26.9 3-4 10%
COMMENTS/OBSERVATIONS: _..,..:l.:..:n:..:hl::a::..1.:.10;.;zg;;al::..lo:..:n.:..su=rg=e..:a::..lo::.;w::..l::..nag..:d:..:oc.:.wn:..:.:..t:..:oc...c::..1.;..;,g,::cpm=-----------------------------
weldev0188
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.COMPUCHEM #: 310357
FRACTION: ACID EXTRACTABLES
PARAMETER
Benzoic acid
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
bis(2-Chloroethyl)ether
bis(2-Ethylhexyl)phthalate
Isophorone
FRACTION: VOLATILES
PARAMETER
1,1,1-Trichloroethane
1,1,2-Trichloroethane
1,1-Dichloroethane
1,1-Dichloroethene
1,2-Dichloroethane
1,2-Dichloroethene(Total)
Acetone
Benzene
Chloroethane
Chloroform
Methylene chloride
Tetrachloroethene
Trichloroethene
Vinyl chloride
Xylenes (Total)
COMPUCHEM #: 310370
FRACTION: METALS
PARAMETER
Aluminum
Barium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Page 7
AREA: UPPER MACON
AMOUNT
2.
AMOUNT
8.
2.
2.
AMOUNT
5.
1.
190.
3.
3.
64.
42.
6.
21.
4.
6.
17.
17.
300.
9.
AMOUNT
7360.
212.
16000.
80.099998
110.
56.799999
25200.
3.6
UNITS
ug/L
UNITS
ug/L
ug/L
ug/L
UNITS
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
UNITS
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
QUALIFIER
J
QUALIFIER
J
J
J
QUALIFIER
J
J
J
J
B
D
QUALIFIER
p * p
p
p *
p
p
p
F
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Magnesium
Manganese
Nickel
Potassium
Sodium
Vanadium
Zinc
15000.
3250.
91.5
1560.
19700.
35.200001
69.699997
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
Page 8
p
p
p
BP
p
B p
p
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Page 9
*****************************************************************
SAMPLE TYPE: SOIL BORING MATRIX: SOIL
*****************************************************************
COMPUCHEM #: 303058
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Methylene chloride
COMPUCHEM #: 303077
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Calcium
Chromium
Cobalt
Iron
Lead
Magnesium
Manganese
Vanadium
Zinc
AREA: LOWER MACON
AMOUNT
10.
90.199997
7.8
AMOUNT
34.
AMOUNT
10.
90.199997
7.8
AMOUNT
4880.
1.2
10.8
24.299999
6.3
1.6
9430.
3.7
150.
49.700001
24.200001
9.6
UNITS
%
%
pH
UNITS
ug/kg
UNITS
%
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
QUALIFIER
QUALIFIER
B
QUALIFIER
QUALIFIER
p
B F N
BP
B p
p
B p
p
F
B p
p
p
p
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Page 10
~~q/$A'1¢:~;nI:.;;~1,68i➔MWt~FlS,S2'F;T;Z;;;;;;;;;:;;;;;;;;;;;3:rn:;~~~tt:'.t5AifE.;::4+7i1JrZ!t,
COMPUCHEM #: 303054
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Methylene chloride
COMPUCHEM #: 303078
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Calcium
Chromium
Cobalt
Iron
Lead
Magnesium
Manganese
Silver
Vanadium
Zinc
AREA: LOWER MACON
AMOUNT
11.
89.300003
8.
AMOUNT
10.
19.
AMOUNT
11.
89.300003
8.
AMOUNT
5160.
1.2
11.6
31.5
6.7
1.9
9810.
3.7
150.
52.400002
0.97
24.9
10.6
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
QUALIFIER
QUALIFIER
J
B
QUALIFIER
QUALIFIER
p
B F N
B p
B p
p
B p
p
F
B p
p
B p
p
p
StcJiSAftpttW#}%;'91~~#MW+2+2'$fi1T\W@IT¾\%NJT@!l1lF!MD1m);J,SAf!pt'Eli1'-~~g~Elld:~¼:tl?z1!{'
AREA: LOWER MACON
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Page 11
COMPUCHEM #: 303065
FRACTION: CYANIDE/OTHER
PARAMETER AMOUNT UNITS QUALIFIER
Percent Moisture, Undecanted 13. %
Percent Solids 87.099998 %
pH 7.7 pH
FRACTION: VOLATILES
PARAMETER AMOUNT UNITS QUALIFIER
Methylene chloride 27. ug/kg B
COMPUCHEM #: 303068
FRACTION: CYANIDE/OTHER
PARAMETER AMOUNT UNITS QUALIFIER
Percent Moisture, Undecanted 12.9 %
Percent Solids 87.099998 %
pH 7.7 pH
FRACTION: METALS
PARAMETER AMOUNT UNITS QUALIFIER
Aluminum 3850. mg/kg p
Arsenic 0.96 mg/kg B F N
Barium 10.3 mg/kg B p
Calcium 14.4 mg/kg B p
Chromium 8.8 mg/kg p
Cobalt 1. mg/kg B p
Copper 1.9 mg/kg B p
Iron 6040. mg/kg p
Lead 2.4 mg/kg F
Magnesium 106. mg/kg B p
Manganese 15.2 mg/kg p
Vanadium 17.6 mg/kg p
Zinc 9.8 mg/kg p
~g¢ $Aftf:itltl#!M!'li~~SMW1'2£j$!;))1H@i! Mil.!l0@!1Mh; +nSAM~llJ!;[P!i,'l':J;;);i@~!z'l~:l?¼ii"
COMPUCHEM #: 303060
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
AREA: LOWER MACON
AMOUNT UNITS
21. %
QUALIFIER
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Page 12
Percent Solids 78.699997 ' pH 6.4 pH
FRACTION: VOLATILES
PARAMETER AMOUNT UNITS QUALIFIER
Methylene chloride 41. ug/kg B
COMPUCHEM #: 303076
FRACTION: CYANIDE/OTHER
PARAMETER AMOUNT UNITS QUALIFIER
Percent Moisture, Undecanted 21. ' Percent Solids 78.699997 ' pH 6.4 pH
FRACTION: METALS
PARAMETER AMOUNT UNITS QUALIFIER
Aluminum 7670. mg/kg p
Arsenic 0.58 mg/kg B F N
Barium 20.9 mg/kg B p
Calcium 69.699997 mg/kg B p
Chromium 20.9 mg/kg p
Cobalt 2. mg/kg B p
Copper 23.799999 mg/kg p
Iron 6840. mg/kg p
Lead 5.3 mg/kg F
Magnesium 344. mg/kg B p
Manganese 28. mg/kg p
Potassium 621. mg/kg B p
Vanadium 18.700001 mg/kg p
Zinc 9.4 mg/kg p
$:¢¢:!$Af!iif.ElZf'iffi§!68FMwfa¥As!i!jfffii1!!rnrn11HFlMWMW;8MMsmtjt£Jl115Att\t!lli]M~¾i1$7ll'~
AREA: LOWER MACON
COMPUCHEM #: 303041
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
bis(2-Ethylhexyl)phthalate
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
AMOUNT UNITS QUALIFIER
110. ug/kg J
AMOUNT
25.
74.5
UNITS
' '
QUALIFIER
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pH
FRACTION: VOLATILES
PARAMETER
Methylene chloride
.coMPUCHEM #: 303079
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Barium
Beryllium
Calcium
Chromium
Cobalt
Iron
Lead
Magnesium
Manganese
Potassium
Vanadium
Zinc
COMPUCHEM #: 303039
FRACTION: BASE/NEUTRAL EXTRACTABLE$
PARAMETER
bis(2-Ethylhexyl)phthalate
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
Page 13
6.6 pH
AMOUNT UNITS QUALIFIER
36. ug/kg B
AMOUNT UNITS QUALIFIER
25. %
74.5 %
6.6 pH
AMOUNT UNITS QUALIFIER
8990. mg/kg p
27.9 mg/kg B p
0.76 mg/kg B p
6.5 mg/kg B p
5. mg/kg p
3. mg/kg B p
5230. mg/kg p
10. mg/kg F
458. mg/kg B p
35.400002 mg/kg p
583. mg/kg B p
9.5 mg/kg B p
20.6 mg/kg p
AREA: LOWER MACON
AMOUNT UNITS QUALIFIER
100. ug/kg J
AMOUNT
22.
77.800003
7.
UNITS
%
%
pH
QUALIFIER
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FRACTION: VOLATILES
PARAMETER
Methylene chloride
COMPUCHEM #: 303080
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Barium
Beryllium
Calcium
Chromium
Cobalt
Iron
Lead
Magnesium
Manganese
Potassium
Vanadium
Zinc
AMOUNT UNITS
14. ug/kg
AMOUNT
22.
77.800003
7.
AMOUNT
10700.
34.700001
1.1
60.700001
4.1
3.1
8350.
8.3
405.
45.799999
645.
11.3
28.299999
UNITS
%
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
Page 14
QUALIFIER
B
QUALIFIER
QUALIFIER
p
B p
B p
B p
p
B p
p
F
B p
p
B p
B p
p
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Page 15
*****************************************************************
SAMPLE TYPE: STREAM/POND SEDIMENT MATRIX: SOIL
*****************************************************************
COMPUCHEM #: 291036
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Chloroform
Methylene chloride
COMPUCHEM #: 291046
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Calcium
Chromium
Cobalt
Iron
Lead
Magnesium
Manganese
Vanadium
Zinc
AREA: MACON
AMOUNT
86.
14.3
7.9
AMOUNT
200.
9.
39.
AMOUNT
86.
14.3
7.9
AMOUNT
19900.
3.8
270.
2850.
16.700001
20.9
13500.
33.700001
933.
405.
25.799999
95.5
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
QUALIFIER
QUALIFIER
J
B
QUALIFIER
QUALIFIER
p *
BF W N
B p
B p
p
B p
p
F N
B p
p N
B p
p *
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Page 16
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AREA: MACON
COMPUCHEM #: 288545
FRACTION: ACID EXTRACTABLES
PARAMETER
Benzoic acid
AMOUNT UNITS QUALIFIER
270. ug/kg BJ
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Methylene chloride
COMPUCHEM #: 288580
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Calcium
Chromium
Cobalt
Iron
Lead
Magnesium
Manganese
Selenium
Vanadium
Zinc
AMOUNT
54.
46.200001
8.
AMOUNT
18.
16.
AMOUNT
54.
46.200001
8.
AMOUNT
9830.
2.3
54.200001
796.
9.
5.3
15100.
40.799999
689.
78.099998
0.74
25.9
16.
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
QUALIFIER
QUALIFIER
BJ
B
QUALIFIER
QUALIFIER
p *
B F N
B p
B p
p
B p
p
F N
B p
p N
B F w N
p
p *
Page 17
I
I
I
I
I
I
I
I
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COMPUCHEM #: 291034
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Chloroform
Methylene chloride
COMPUCHEM #: 291048
I FRACTION: CYANIDE/OTHER
PARAMETER
I
I
I
I
I
;I
11
I
I
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Barium
Calcium
Cobalt
Iron
Lead
Magnesium
Manganese
Potassium
Vanadium
Zinc
AREA: MACON
AMOUNT
19.
80.900002
7.7
AMOUNT
39.
2.
16.
AMOUNT
19.
80.900002
7.7
AMOUNT
1180.
5.3
76.699997
2.5
1630.
2.9
213.
8.9
1520.
4.7
5.5
UNITS
I
I
pH
UNITS
ug/kg
ug/kg
ug/kg
UNITS
I
I
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
AREA: MACON
QUALIFIER
QUALIFIER
J
B
QUALIFIER
QUALIFIER
p * B p
B p
B P
p
F N
B p
p N
p
B p
p *
I
I Page 18
I COMPUCHEM #: 291035
I FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER AMOUNT UNITS QUALIFIER
Chrysene 45. ug/kg J
I Fluoranthene 81. ug/kg J
Pyrene 47. ug/kg J
I FRACTION: CYANIDE/OTHER
PARAMETER AMOUNT UNITS QUALIFIER
Percent Moisture, Undecanted 18. I
I Percent Solids 81. 800003 I
pH 7.5 pH
I FRACTION: VOLATILES
PARAMETER AMOUNT UNITS QUALIFIER
I Acetone 19. ug/kg
Chloroform 2. ug/kg J
Methylene chloride 13. ug/kg B
I COMPUCHEM #: 291047
FRACTION: CYANIDE/OTHER
I PARAMETER AMOUNT UNITS QUALIFIER
Percent Moisture, Undecanted 18. I
Percent Solids 81.800003 I I pH 7.5 pH
FRACTION: METALS
I PARAMETER AMOUNT UNITS QUALIFIER
Aluminum 872. mg/kg p *
I Barium 3.2 mg/kg B p
Calcium 47.099998 mg/kg B p
Cobalt 2. mg/kg B p
Iron 1310. mg/kg p
I Lead 2.8 mg/kg F N
Magnesium 105. mg/kg B p
Manganese 8.9 mg/kg p N
I Potassium 1070. mg/kg B p
Vanadium 4.7 mg/kg B p
Zinc 2.8 mg/kg B p *
I
I
I
I
I
I
I
I
I
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Page 19
*****************************************************************
SAMPLE TYPE: SURFACE SOIL MATRIX: SOIL
*****************************************************************
COMPUCHEM #: 290826
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Chloroform
Methylene chloride
COMPUCHEM #: 290875
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Beryllium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Potassium
Vanadium
AREA: UPPER MACON
AMOUNT
12.
87.699997
7.9
AMOUNT
19.
1.
19.
AMOUNT
12.
87.699997
7.9
AMOUNT
21900.
3.1
48.099998
0.76
137.
18.5
7.4
3.1
20900.
7.5
369.
288.
565.
49.700001
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
QUALIFIER
QUALIFIER
B
J
B
QUALIFIER
QUALIFIER
p *
F N
p
B p
B p
p
B p
B p
p
F N
B p
p N
B P
p
Page 20
Zinc 24. mg/kg p *
I
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I
I
I
I
I
I
$EC:'$AM~~ ''.i~]W9):~t4=$t;4~~'J/{i1Fj1)V!/!H1)!iili!fi'%'M{FtF;@plin[if$AMJ?Ii£J]~~~J1J'.P9X~f:Wlrn
AREA: UPPER MACON
COMPUCHEM #: 290823
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
bis(2-Ethylhexyl)phthalate
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Chloroform
Methylene chloride
COMPUCHEM #: 290876
I FRACTION: CYANIDE/OTHER
PARAMETER
I
I
I
I
I
I
I
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Beryllium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
AMOUNT UNITS
530. ug/kg
AMOUNT
10.
89.5
7.9
AMOUNT
46.
1.
52.
AMOUNT
10.
89.5
7.9
AMOUNT
17900.
4.7
48.200001
0.52
293.
14.4
6.9
3.1
18200.
6.4
317.
315.
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
QUALIFIER
QUALIFIER
QUALIFIER
B
J
B
QUALIFIER
QUALIFIER
p *
F S N p
B p
B p
p
B p
B p
p
F N
B p
p N
I
I
I
I
Mercury
Potassium
Vanadium
Zinc
0.12
570.
41.599998
19.
Page 21
mg/kg CV
mg/kg B P
mg/kg p
mg/kg p *
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I
I
COMPUCHEM #: 290829
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
bis(2-Ethylhexyl)phthalate
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Chloroform
Methylene chloride
COMPUCHEM #: 290874
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Beryllium
Calcium
Chromium
Cobalt
Copper
Iron
AREA: UPPER MACON
AMOUNT
79.
AMOUNT
11.
89.199997
7.9
AMOUNT
21.
2.
18.
AMOUNT
11.
89.199997
7.9
AMOUNT
26000.
4.6
56.599998
1.3
385.
18.5
8.1
7.7
20800.
UNITS
ug/kg
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
QUALIFIER
J
QUALIFIER
QUALIFIER
B
J
B
QUALIFIER
QUALIFIER
p *
F S N
p
p
B p
p
B p
p
p
I
I
I
I
I
I
Lead
Magnesium
Manganese
Nickel
Vanadium
Zinc
COMPUCHEM #: 290849
I FRACTION: BASE/NEUTRAL EXTRACTABLES
I
I
I
I
I
I
I
I
I
I
I
I
PARAMETER
bis(2-Ethylhexyl)phthalate
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Chloroform
Methylene chloride
COMPUCHEM #: 290857
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Beryllium
Calcium
Chromium
Cobalt
Page 22
6.8 mg/kg F N
520. mg/kg B p
324. mg/kg p N
9.5 mg/kg p *
48.5 mg/kg p
29.9 mg/kg p *
AREA: UPPER MACON
AMOUNT
620.
AMOUNT
13.
86.800003
7.8
AMOUNT
20.
5.
24.
AMOUNT
13.
86.800003
7.8
AMOUNT
23100.
2.3
47.700001
1.1
369.
19.700001
8.1
UNITS
ug/kg
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
QUALIFIER
QUALIFIER
QUALIFIER
B
J
B
QUALIFIER
QUALIFIER
p *
BF N
p
B p
BP
p
B p
I
I
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I
I
I
I
I
I
I
I
I
I
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I
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I
I
Page 23
Copper 3.9 mg/kg B p
Iron 22000. mg/kg p
Lead 7.1 mg/kg F N
Magnesium 391. mg/kg B p
Manganese 257. mg/kg p N
Selenium 0.8 mg/kg B F W N
Vanadium 49.799999 mg/kg p
Zinc 26.4 mg/kg p *
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COMPUCHEM #: 290831
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
Benzo{a)anthracene
bis{2-Ethylhexyl)phthalate
Chrysene
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: PESTICIDES/PCBs
PARAMETER
Dieldrin
FRACTION: VOLATILES
PARAMETER
Acetone
Chloroform
Methylene chloride
COMPUCHEM #: 290872
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
AREA: UPPER MACON
AMOUNT
150.
240.
150.
AMOUNT
11.
89.300003
7.9
UNITS
ug/kg
ug/kg
ug/kg
UNITS
%
%
pH
QUALIFIER
J X
J
J X
QUALIFIER
AMOUNT UNITS QUALIFIER
22. ug/kg
AMOUNT
16.
2.
31.
AMOUNT
11.
89.300003
7.9
UNITS
ug/kg
ug/kg
ug/kg
UNITS
%
%
pH
QUALIFIER
B
J
B
QUALIFIER
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Beryllium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Mercury
Potassium
Vanadium
Zinc
COMPUCHEM #: 290845
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
Anthracene
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(g,h,i)perylene
Benzo(k)fluoranthene
bis(2-Ethylhexyl)phthalate
Chrysene
Dibenzo(a,h)anthracene
Fluoranthene
Indeno(l,2,3-cd)pyrene
Phenanthrene
Pyrene
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
Page 24
AMOUNT UNITS QUALIFIER
24100. mg/kg p *
2.9 mg/kg F N
51.900002 mg/kg p
1.3 mg/kg p
394. mg/kg B p
15.4 mg/kg p
7.5 mg/kg B p
7.7 mg/kg p
18600. mg/kg p
10.5 mg/kg F N
478. mg/kg B p
332. mg/kg p N
0.13 mg/kg CV
501. mg/kg BP
47.799999 mg/kg p
35.900002 mg/kg p *
AREA: UPPER MACON
AMOUNT
67.
140.
120.
170.
75.
170.
170.
160.
49.
260.
73.
230.
230.
AMOUNT
12.
88.
7.5
UNITS
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
UNITS
%
t
pH
QUALIFIER
J
J
J
J X
J
J X
J
J
J
J
J
J
J
QUALIFIER
I
I
I
I
I
I
I
I
I
I
I
I
I
I
ii
I
I
I
I
FRACTION: VOLATILES
PARAMETER
Acetone
Chloroform
Methylene chloride
·coMPUCHEM #: 290869
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Barium
Beryllium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Nickel
Vanadium
Zinc
COMPUCHEM #: 291039
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
Di-n-octyl phthalate
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
Page 25
AMOUNT UNITS QUALIFIER
22. ug/kg B
1. ug/kg J
20. ug/kg B
AMOUNT UNITS QUALIFIER
12. %
88. %
7.5 pH
AMOUNT UNITS QUALIFIER
19500. mg/kg p *
62.200001 mg/kg p
0.91 mg/kg B p
253. mg/kg B p
15.1 mg/kg p
6.6 mg/kg B p
3.1 mg/kg B p
15400. mg/kg p
11.1 mg/kg F N
375. mg/kg B p
268. mg/kg p N
8.9 mg/kg B P *
30.299999 mg/kg p
24.700001 mg/kg p *
AREA: UPPER MACON
AMOUNT UNITS QUALIFIER
140. ug/kg J
AMOUNT
11.
88.599998
UNITS
%
%
QUALIFIER
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Methylene chloride
COMPUCHEM #: 291043
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted ·
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Beryllium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Mercury
Vanadium
Zinc
COMPUCHEM #: 291040
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
bis(2-Ethylhexyl)phthalate
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Page 26
8. pH
AMOUNT UNITS QUALIFIER
5. ug/kg BJ
11. ug/kg B
AMOUNT UNITS QUALIFIER
11. %
88.599998 %
8. pH
AMOUNT UNITS QUALIFIER
23200. mg/kg p *
2.6 mg/kg F N
66.400002 mg/kg p
1.1 mg/kg B p
403. mg/kg B p
13.l mg/kg p
8.5 mg/kg B p
7.7 mg/kg p
18700. mg/kg p
7.5 mg/kg F N
511. mg/kg B p
320. mg/kg p N
0.13 mg/kg CV
42.799999 mg/kg p
24.9 mg/kg p *
AREA: UPPER MACON
AMOUNT UNITS QUALIFIER
370. ug/kg
AMOUNT UNITS
10. %
QUALIFIER
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Methylene chloride
COMPUCHEM #: 291041
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Beryllium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Potassium
Vanadium
Zinc
COMPUCHEM #: 291038
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
bis(2-Ethylhexyl)phthalate
FRACTION: CYANIDE/OTHER
PARAMETER
Page 27
90.099998 %
7.7 pH
AMOUNT UNITS QUALIFIER
6. ug/kg BJ
14. ug/kg B
AMOUNT UNITS QUALIFIER
10. %
90.099998 %
7.7 pH
AMOUNT UNITS QUALIFIER
18600. mg/kg p •
5.8 mg/kg F + N
59.900002 mg/kg p
0.72 mg/kg B p
278. mg/kg B p
11.2 mg/kg p
6.9 mg/kg B p
3. mg/kg B p
14700. mg/kg p
11.9 mg/kg F N
404. mg/kg B p
447. mg/kg p N
654. mg/kg B p
33.700001 mg/kg p
20.1 mg/kg p *
AREA: UPPER MACON
AMOUNT UNITS QUALIFIER
410. ug/kg
AMOUNT UNITS QUALIFIER
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Page 28
Percent Moisture, Undecanted 12. %
Percent Solids 88.300003 %
pH 8. pH
FRACTION: VOLATILES
PARAMETER AMOUNT UNITS QUALIFIER
Acetone 67. ug/kg B
Methylene chloride 29. ug/kg B
COMPUCHEM #: 291044
FRACTION: CYANIDE/OTHER
PARAMETER AMOUNT UNITS QUALIFIER
Percent Moisture, Undecanted 12. %
Percent Solids 88.300003 %
pH 8. pH
FRACTION: METALS
PARAMETER AMOUNT UNITS QUALIFIER
Aluminum 19400. mg/kg p *
Arsenic 3.3 mg/kg F N
Barium 49.400002 mg/kg p
Beryllium 0.49 mg/kg B p
Cadmium 1.2 mg/kg p
Calcium 343. mg/kg B p
Chromium 18.4 mg/kg p
Cobalt 7.1 mg/kg B p
Copper 3.1 mg/kg B p
Iron 20200. mg/kg p
Lead 9.1 mg/kg F N
Magnesium 332. mg/kg B P
Manganese 250. mg/kg p N
Vanadium 46.299999 mg/kg p
Zinc 15.5 mg/kg p *
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AREA: UPPER MACON
COMPUCHEM #: 291037
FRACTION: BASE/NEUTRAL EXTRACTABLE$.
PARAMETER
bis(2-Ethylhexyl)phthalate
AMOUNT UNITS QUALIFIER
140. ug/kg J
I
I
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Page 29
FRACTION: CYANIDE/OTHER
PARAMETER AMOUNT UNITS QUALIFIER
Percent Moisture, Undecanted 14. %
Percent Solids 86.199997 %
pH 7.9 pH
FRACTION: VOLATILES
PARAMETER AMOUNT UNITS QUALIFIER
Acetone 240. ug/kg B
Methylene chloride 110. ug/kg B
COMPUCHEM #: 291045
FRACTION: CYANIDE/OTHER
PARAMETER AMOUNT UNITS QUALIFIER
Percent Moisture, Undecanted 14. %
Percent Solids 86.199997 %
pH 7.9 pH
FRACTION: METALS
PARAMETER AMOUNT UNITS QUALIFIER
Aluminum 26200. mg/kg p * Arsenic 3.1 mg/kg F S N
Barium 40.200001 mg/kg B p
Beryllium 1.2 mg/kg p
Calcium 243. mg/kg B p
Chromium 38.799999 mg/kg p
Cobalt 7.4 mg/kg B p
Copper 8. mg/kg p
Iron 31300. mg/kg p
Lead 6.8 mg/kg F N
Magnesium 382. mg/kg B p
Manganese 147. mg/kg p N
Vanadium 66.800003 mg/kg p
Zinc 18.1 mg/kg p *
$gc§!$.lt!1!l'~illf iI~X~apst;S+~¥'tm ffliWMi@NMi!ltlj!Jl:fi@!¾fil!!ls~gt;gJtt?ETt;!f~b".i\Jl:~'ZgJ
AREA: UPPER MACON
COMPUCHEM #: 291629
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
bis(2-Ethylhexyl)phthalate
AMOUNT UNITS QUALIFIER
1000. ug/kg
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Page 30
FRACTION: CYANIDE/OTHER
PARAMETER AMOUNT UNITS QUALIFIER
Percent Moisture, Undecanted 11. %
Percent Solids 89.400002 %
pH 5.5 pH
FRACTION: VOLATILES
PARAMETER AMOUNT UNITS QUALIFIER
Acetone 5. ug/kg BJ
Methylene chloride 19. ug/kg B
COMPUCHEM #: 291655
FRACTION: CYANIDE/OTHER
PARAMETER AMOUNT UNITS QUALIFIER
Percent Moisture, Undecanted 11. %
Percent Solids 89.400002 %
pH 5.5 pH
FRACTION: METALS
PARAMETER AMOUNT UNITS QUALIFIER
Aluminum 20000. mg/kg p * Arsenic 3.7 mg/kg B F S N
Barium 47.099998 mg/kg p E
Beryllium 0.48 mg/kg B P
Calcium 528. mg/kg B p
Chromium 28.1 mg/kg p N
Cobalt 3.9 mg/kg B p
Copper 10.3 mg/kg p
Iron 23300. mg/kg p
Lead 7.2 mg/kg F
Magnesium 343. mg/kg BP
Manganese 212. mg/kg p N
Nickel 12.3 mg/kg p
Vanadium 46.799999 mg/kg p
Zinc 17.5 mg/kg p *
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AREA: UPPER MACON
COMPUCHEM #: 291639
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER AMOUNT UNITS QUALIFIER
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bis(2-Ethylhexyl)phthalate
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Methylene chloride
COMPUCHEM #: 291660
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Beryllium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Vanadium
Zinc
780. ug/kg
AMOUNT
12.
88.400002
5.2
AMOUNT
51.
39.
AMOUNT
12.
88.400002
5.2
AMOUNT
13700.
4.2
32.099998
0.44
169.
38.
2.1
8.2
19100.
8.4
190.
158.
38.200001
30.5
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
Page 31
QUALIFIER
QUALIFIER
B
B
QUALIFIER
QUALIFIER
p *
F S N
B P E
B p
B p
p N
B p
p
p
F
B p
p N
p
p *
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COMPUCHEM #: 291640
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
AREA: UPPER MACON
AMOUNT UNITS QUALIFIER
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.I
bis(2-Ethylhexyl)phthalate
Di-n-butyl phthalate
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Methylene chloride
COMPUCHEM #: 291662
Page 32
100. ug/kg J
42. ug/kg BJ
AMOUNT
10.
90.
5.5
AMOUNT
4.
15.
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
QUALIFIER
QUALIFIER
BJ
B
I FRACTION: CYANIDE/OTHER
PARAMETER AMOUNT
10.
90.
5.5
UNITS
%
QUALIFIER
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Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Beryllium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Nickel
Vanadium
Zinc
AMOUNT
12200.
1.9
53.599998
0.7
175.
2.1
3.9
4.4
9620.
7.1
224.
729.
9.6
20.
41.200001
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
QUALIFIER
p *
B F N
p E
B p
B p
B P N
B p
B p
p
F
B p
p N
p
p
p *
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AREA: UPPER MACON
COMPUCHEM #: 291641
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Page 33
FRACTI0?:1: BASE/NEUTRAL EXTRACTABLES
PARAMETER AMOUNT UNITS QUALIFIER
bis(2-Ethylhexyl)phthalate 100. ug/kg J
Di-n-butyl phthalate 75. ug/kg BJ
FRACTION: CYANIDE/OTHER
PARAMETER AMOUNT UNITS QUALIFIER
Percent Moisture, Undecanted 23. %
Percent Solids 76.800003 %
pH 5.6 pH
FRACTION: VOLATILES
PARAMETER AMOUNT UNITS QUALIFIER
Methylene chloride 27~ ug/kg B
COMPUCHEM #: 291666
FRACTION: CYANIDE/OTHER
PARAMETER AMOUNT UNITS QUALIFIER
Percent Moisture, Undecanted 23. %
Percent Solids 76.800003 %
pH 5.6 pH
FRACTION: METALS
PARAMETER AMOUNT UNITS QUALIFIER
Aluminum 20000. mg/kg p * Arsenic 2.6 mg/kg F S N
Barium 45.5 mg/kg B p E
Beryllium 0.9 mg/kg B p
Calcium 814. mg/kg B p
Chromium 29.4 mg/kg p N
Cobalt 6.1 mg/kg B p
Copper 37.799999 mg/kg p
Iron 44300. mg/kg p
Lead 49.099998 mg/kg F
Magnesium 424. mg/kg B p
Manganese 86.699997 mg/kg p N
Mercury 0.17 mg/kg CVN * Potassium 765. mg/kg B p
Vanadium 66.400002 mg/kg p
Zinc 53.599998 mg/kg p *
~~!'.'{;$mP~<lrrrn;~iiF~H'.£l:4Sli;;l;;;::'.;;;?;';l:"/;TJ'.I1u':'f;;':'$µf PL~7P~tr~;'.:~Qz3l64~;g
AREA: UPPER MACON
I
I Page 34
I COMPUCHEM #: 291642
FRACTION: BASE/NEUTRAL EXTRACTABLES
I PARAMETER AMOUNT UNITS QUALIFIER
bis(2-Ethylhexyl)phthalate 520. ug/kg
Di-n-butyl phthalate so. ug/kg BJ
I FRACTION: CYANIDE/OTHER
I PARAMETER AMOUNT UNITS QUALIFIER
Percent Moisture, Undecanted 17. %
Percent Solids 82.900002 %
pH 5.6 pH .I FRACTION: VOLATILES
I PARAMETER AMOUNT UNITS QUALIFIER
Methylene chloride 27. ug/kg B
I COMPUCHEM #: 291668
FRACTION: CYANIDE/OTHER
I PARAMETER AMOUNT UNITS QUALIFIER
Percent Moisture, Undecanted 17. %
Percent Solids 82.900002 %
I pH 5.6 pH
FRACTION: METALS
I PARAMETER AMOUNT UNITS QUALIFIER
Aluminum 16600. mg/kg p *
Arsenic 2.7 mg/kg B F N
I Barium 21.1 mg/kg B P E
Beryllium 0.66 .mg/kg B p
Calcium 245. mg/kg B p
I Chromium 23.4 mg/kg p N
Cobalt 1.9 mg/kg B p
Copper 197. mg/kg p
Iron 25200. mg/kg p
I Lead 67.699997 mg/kg p
Magnesium 260. mg/kg B p
Manganese 84.300003 mg/kg p N
I Mercury 0.29 mg/kg CVN * Nickel 8.8 mg/kg B p
Vanadium so. mg/kg p
I Zinc 49.400002 mg/kg p *
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Page 35
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COMPUCHEM #: 291643
FRACTION: ACID EXTRACTABLES
PARAMETER
Benzoic acid
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
bis(2-Ethylhexyl)phthalate
Di-n-butyl phthalate
Isophorone
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Methylene chloride
COMPUCHEM #: 291671
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Beryllium
Calcium
Chromium
Cobalt
AREA: UPPER MACON
AMOUNT
140.
AMOUNT
260.
130.
45.
AMOUNT
15.
85.199997
5.7
AMOUNT
7.
31.
AMOUNT
15.
85.199997
5.7
AMOUNT
16200.
1.4
169.
2.3
498.
37.5
27.700001
UNITS
ug/kg
UNITS
ug/kg
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
QUALIFIER
J
QUALIFIER
J
B J
J
QUALIFIER
QUALIFIER
BJ
B
QUALIFIER
QUALIFIER
p *
BF W N
p E
p
B p
p N
p
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Page 36
Copper 13.9 mg/kg p
Iron 48700. mg/kg p
Lead 75.599998 mg/kg F
Magnesium 452. mg/kg BP
Manganese 854. mg/kg p N
Mercury 0.14 mg/kg CVN *
Nickel 9.7 mg/kg p
Vanadium 70.5 mg/kg p
Zinc 41.5 mg/kg p *
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COMPUCHEM #: 291644
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Methylene chloride
COMPUCHEM #: 291675
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Barium
Beryllium
Cadmium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
AREA: UPPER MACON
AMOUNT
11.
89.
5.4
AMOUNT
7.
25.
AMOUNT
11.
89.
5.4
AMOUNT
14300.
59.099998
0.97
1.7
233.
16.4
3.1
10.7
12700.
20.799999
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
QUALIFIER
QUALIFIER
BJ
B
QUALIFIER
QUALIFIER
p *
p E
B p
p
B p
p N
B p
p
p
F
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Magnesium
Manganese
Nickel
Vanadium
Zinc
COMPUCHEM #: 291645
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
bis(2-Ethylhexyl)phthalate
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Methylene chloride
COMPUCHEM #: 291676
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Beryllium
Cadmium
Calcium
Chromium
Cobalt
Copper
Page 37
285. mg/kg BP
115. mg/kg P N
14.2 mg/kg p
18.299999 mg/kg p
39.299999 mg/kg p *
AREA: UPPER MACON
AMOUNT UNITS QUALIFIER
340. ug/kg J
AMOUNT UNITS QUALIFIER
8. %
91. 800003 %
5.9 pH
AMOUNT UNITS QUALIFIER
11. ug/kg B
22. ug/kg B
AMOUNT UNITS QUALIFIER
8. %
91. 800003 %
5.9 pH
AMOUNT UNITS QUALIFIER
12400. mg/kg p * 2.2 mg/kg F N
50.099998 mg/kg p E
0.95 mg/kg B p
1.3 mg/kg p
322. mg/kg B p
1.8 mg/kg B p N
2.8 mg/kg B p
4.3 mg/kg B p
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D
Page 38
Iron 9100. mg/kg p
Lead 8.2 mg/kg F
Magnesium 247. mg/kg B p
Manganese 210. mg/kg p N
Nickel 8. mg/kg B p
Vanadium 17.4 mg/kg p
Zinc 19.l mg/kg p *
~EC!\S,!Ua>QM#•·:;9:x:~sF.S~l;8;f1;lftWi/iflliWKWHWM ;;:•mmn@$~gtJ;WP~tl;JfffliP½9~7lf~
COMPUCHEM #: 291646
FRACTION: BASE/NEUTRAL EXTRACTABLES
· PARAMETER
bis{2-Ethylhexyl)phthalate
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Methylene chloride
COMPUCHEM #: 291677
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture,
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Beryllium
Calcium
Chromium
Cobalt
Undecanted
AREA: UPPER MACON
AMOUNT UNITS QUALIFIER
46. ug/kg J
AMOUNT
10.
89.900002
4.9
AMOUNT
14.
32.
AMOUNT.
10.
89.900002
4.9
AMOUNT
14300.
5.
44.5
0.43
115.
7.1
1.9
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
QUALIFIER
QUALIFIER
B
B
QUALIFIER
QUALIFIER
p * B F N
B P E
B p
B p
p N
B p
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Page 39
Copper 4. mg/kg B p
Iron 11300. mg/kg P.
Lead 8.6 mg/kg F
Magnesium 172. mg/kg B P
Manganese 99.599998 mg/kg p N
Vanadium 22.9 mg/kg p
Zinc 12.6 mg/kg p *
$E¢i!S~~i\-'r\%~l('. S±$P#+?1i\J/ff ;WWllll@ilIHN@MNFi@iii%!!$hMBtii;:Ji;P~'t~!tNXPZ¢Jz§}~
COMPUCHEM #: 291647
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
bis(2-Ethylhexyl)phthalate
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Methylene chloride
COMPUCHEM #: 291678
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Barium
Beryllium
Calcium
Chromium
Cobalt
Copper
AREA: UPPER MACON
AMOUNT UNITS QUALIFIER
120. ug/kg J
AMOUNT
14.
86.099998
5.4
AMOUNT
20.
34.
AMOUNT
14.
86.099998
5.4
AMOUNT
25800.
33.200001
0.89
323.
25.200001
4.2
9.2
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
QUALIFIER
QUALIFIER
B
B
QUALIFIER
QUALIFIER
p *
B P E
B p
B p
p N
B P
p
Page 40
Iron 27000. mg/kg p
Lead 9.1 mg/kg F
Magnesium 439. mg/kg B p
Manganese 96.199997 mg/kg p N
Mercury 0.16 mg/kg CVN *
Vanadium 48.299999 mg/kg p
Zinc 24. mg/kg p *
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COMPUCHEM #: 291648
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
bis(2-Ethylhexyl)phthalate
Di-n-butyl phthalate I FRACTION: CYANIDE/OTHER
I
I
I
I
I
I
I
I
I
I
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Methylene chloride
Toluene
COMPUCHEM #: 291679
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Barium
Beryllium
Calcium
Chromium
AREA: UPPER MACON
AMOUNT
180.
52.
AMOUNT
14.
86.099998
5.6
AMOUNT
11.
20.
2.
AMOUNT
14.
86.099998
5.6
AMOUNT
15800.
25.5
0.53
163.
33.799999
UNITS
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
ug/kg
UNITS.
%
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
QUALIFIER
J
BJ
QUALIFIER
QUALIFIER
BJ
B
J
QUALIFIER
QUALIFIER
p *
BP E
BP
B p
p N
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Page 41
Cobalt 3. mg/kg B p
Copper 13.8 mg/kg p
Iron 22200. mg/kg p
Lead 7.3 mg/kg F
Magnesium . 287. mg/kg B p
Manganese 104. mg/kg p N
Nickel 18. mg/kg p
Vanadium 45. mg/kg p
Zinc 23.299999 mg/kg p *
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COMPUCHEM #: 291649
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
2-Methylnaphthalene
Acenaphthene
Anthracene
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(g,h,i)perylene
Benzo(k)fluoranthene
bis(2-Ethylhexyl)phthalate
Chrysene
Di-n-butyl phthalate
Dibenzofuran
Fluoranthene
Fluorene
Indeno(l,2,3-cd)pyrene
Naphthalene
Phenanthrene
Pyrene
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Methylene chloride
AREA: UPPER MACON
AMOUNT
340.
210.
220.
570.
410.
·410.
180.
320.
480.
570.
140.
170.
1100.
250.
200.
430.
1100.
690.
AMOUNT
3.
97.099998
5.6
AMOUNT
15.
15.
UNITS
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
QUALIFIER
J
J
J
J
J
BJ
J
J
J
QUALIFIER
QUALIFIER
B
B
I
I
I
I ,,
I
,I
I
I
I
I
I
I
I
I
I
I
I
I
COMPUCHEM f: 291680
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Beryllium
Cadmium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Vanadium
Zinc
COMPUCHEM #: 292316
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
bis(2-Ethylhexyl)phthalate
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Page 42
AMOUNT UNITS QUALIFIER
3. %
97.099998 %
5.6 pH
AMOUNT UNITS QUALIFIER
14400. mg/kg p *
3.3 mg/kg B F N
58.700001 mg/kg p E
0.68 mg/kg B p
1.8 mg/kg p
649. mg/kg B p
15.2 mg/kg p N
3.3 mg/kg B p
28.5 mg/kg p
17400. mg/kg p
47.099998 mg/kg p
331. mg/kg BP
276. mg/kg p N
28.6 mg/kg p
122. mg/kg p *
AREA: LOWER MACON
AMOUNT UNITS QUALIFIER
190. ug/kg J
AMOUNT
11.
89.199997
7.1
UNITS
%
%
pH
QUALIFIER
AMOUNT UNITS QUALIFIER
18. ug/kg B
I
I
I
I
I
I
I
I
I
I
I
I
••
I
I
I
I
I
Chloroform
Methylene chloride
COMPUCHEM # : 292335
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Beryllium
Calcium
Chromium
Cobalt
copper
Iron
Lead
Magnesium
Manganese
Vanadium
Zinc
COMPUCHEM #: 292315
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
bis(2-Ethylhexyl)phthalate
Chrysene
Fluoranthene
Phenanthrene
Pyrene
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
Page 43
1. ug/kg J
31. ug/kg B
AMOUNT UNITS QUALIFIER
11. I
89.199997 I
7.1 pH
AMOUNT UNITS QUALIFIER
12300. mg/kg p *
2.1 mg/kg BF N
51.5 mg/kg p E
0.23 mg/kg B p
341. mg/kg B p
16.5 mg/kg p N
1.8 mg/kg B p
3.7 mg/kg B p
15500. mg/kg p
8.2 mg/kg F
246. mg/kg B p
71.800003 mg/kg p N
32.900002 mg/kg p
13. mg/kg p *
AREA: LOWER MACON
AMOUNT
410.
48.
40.
49.
69.
AMOUNT
12.
87.699997
6.5
UNITS
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
UNITS
I
I
pH
QUALIFIER
J
J
J
J
QUALIFIER
I
I
I
I
I
I
I
I
I
I
I
I
I
FRACTION: VOLATILES
PARAMETER
Acetone
Chloroform
Methylene chloride
COMPUCHEM #: 292334
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Beryllium
Cadmium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Nickel
Vanadium
Zinc
Page 44
AMOUNT UNITS QUALIFIER
26. ug/kg B
2. ug/kg J
20. ug/kg B
AMOUNT UNITS QUALIFIER
12. %
87.699997 %
6.5 pH
AMOUNT UNITS QUALIFIER
11400. mg/kg p *
2. mg/kg B F N
51. 400002 mg/kg p E
0.22 mg/kg B p
1.3 mg/kg p
337. mg/kg B p
16.700001 mg/kg p N
1.9 mg/kg B p
4.1 mg/kg B p
16600. mg/kg p
8. mg/kg F
224. mg/kg BP
80.599998 mg/kg p N
10.4 mg/kg p
34.5 mg/kg p
11.8 mg/kg p *
I $¥:¢)fsl!.f{rttm'1:wn~1~aEsP;;2iJ¥t;1rnwmrn1m:m:nmw11rnmrr;@rnwsAHrttnp~1'.sn;1tt:◊¾Pq71l:§
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I
I
I
I
COMPUCHEM #: 292321
FRACTION: ACID EXTRACTABLES
PARAMETER
Benzoic acid
Pentachlorophenol
AREA: LOWER MACON
AMOUNT
45.
120.
UNITS
ug/kg
ug/kg
QUALIFIER
J
J
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
Acenaphthylene
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(g,h,i)perylene
Benzo(k)fluoranthene
bis(2-Ethylhexyl)phthalate
Chrysene
Fluoranthene
Indeno(l,2,3-cd)pyrene
Phenanthrene
Pyrene
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Methylene chloride
COMPUCHEM #: 292341
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Beryllium
Cadmium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
AMOUNT
84.
81.
130.
120.
79.
120.
55.
110.
110.
64.
160.
170.
AMOUNT
14.
86.199997
6.7
AMOUNT
25.
23.
AMOUNT
14.
86.199997
6.7
AMOUNT
16000.
2.1
45.799999
0.23
1.7
286.
20.
2.4
9.2
15500.
10.
UNITS
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
Page 45
QUALIFIER
J
J
J
J X
J
J X
J
J
J
J
J
J
QUALIFIER
QUALIFIER
B
B
QUALIFIER
QUALIFIER
p *
BF N
B P E
B P
p
B p
p N
B p
p
p
F
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Page 46
Magnesium 381. mg/kg B p
Manganese 81.800003 mg/kg p N
Nickel 8.8 mg/kg B p
Potassium 488. mg/kg BP
Vanadium 34.400002 mg/kg p
Zinc 22.299999 mg/kg p *
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COMPUCHEM #: 292322
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
2-Methylnaphthalene
bis(2-Ethylhexyl)phthalate
Di-n-butyl phthalate
Isophorone
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Methylene chloride
COMPUCHEM #: 292342
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Cadmium
Calcium
AREA: LOWER MACON
AMOUNT
68.
150.
190.
250.
AMOUNT
17.
82.699997
6.8
AMOUNT
13.
9.
AMOUNT
17.
82.699997
6.8
AMOUNT
11100.
2.1
28.700001
1.1
6990.
UNITS
ug/kg
ug/kg
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
QUALIFIER
J
J
J
J
QUALIFIER
QUALIFIER
B
B
QUALIFIER
QUALIFIER
p *
B F N
B p E
B p
p
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Page 47
Chromium 25.9 mg/kg p N
Cobalt 1.3 mg/kg B p
Copper 9.6 mg/kg p
Iron 20700. mg/kg p
Lead 7.4 mg/kg F
Magnesium 338. mg/kg B p
Manganese 69. mg/kg p N
Potassium 624. mg/kg B p
Vanadium 50.299999 mg/kg p
Zinc 29.4 mg/kg p *
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AREA: LOWER MACON
COMPUCHEM #: 292323
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER AMOUNT UNITS QUALIFIER
bis(2-Ethylhexyl)phthalate 56. ug/kg J
FRACTION: CYANIDE/OTHER
PARAMETER AMOUNT UNITS QUALIFIER
Cyanide 1.2 mg/kg AS*
Percent Moisture, Undecanted 23. %
Percent Solids 77.199997 %
pH 6.4 pH
FRACTION: VOLATILES
PARAMETER AMOUNT UNITS QUALIFIER
Acetone 26. ug/kg B
Methylene chloride 67. ug/kg B
COMPUCHEM #: 292344
FRACTION: CYANIDE/OTHER
PARAMETER AMOUNT UNITS QUALIFIER
cyanide 1.2 mg/kg AS*
Percent Moisture, Undecanted 23. %
Percent Solids 77.199997 %
pH 6.4 pH
FRACTION: METALS
PARAMETER AMOUNT UNITS QUALIFIER Aluminum 24000. mg/kg p
Antimony 9.8 mg/kg BP N
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Page 48
Arsenic 2.5 mg/kg B F
Barium 42.299999 mg/kg B p
Beryllium 0.38 mg/kg B p
Calcium 29.1 mg/kg B p
Chromium 29.6 mg/kg p
Cobalt 8.3 mg/kg B p
Copper 15.5 mg/kg p
Iron 57400. mg/kg p
Lead 13.1 mg/kg F
Magnesium 519. mg/kg B p
Manganese 62. mg/kg p
Mercury 0.25 mg/kg CV
Potassium 1010. mg/kg B p
Vanadium 104. mg/kg p E
Zinc 19.700001 mg/kg p E
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COMPUCHEM #: 292333
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
2-Methylnaphthalene
Acenaphthylene
Anthracene
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(g,h,i)perylene
Benzo(k)fluoranthene
bis(2-Ethylhexyl)phthalate
Chrysene
Fluoranthene
Fluorene
Indeno(l,2,3-cd)pyrene
Naphthalene
Phenanthrene
Pyrene
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
AREA: LOWER MACON
AMOUNT
270.
530.
260.
490.
530.
610.
200.
610.
250.
640.
800.
320.
160.
360.
1400.
1100.
AMOUNT
54.
45.599998
6.2
UNITS
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
UNITS
I
I
pH
QUALIFIER
J
J
J
J
J
J X
J
J X
J
J
J
J
J
QUALIFIER
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
FRACTION: VOLATILES
PARAMETER
Acetone
Methylene chloride
COMPUCHEM ' : 292348
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Beryllium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Mercury
Nickel
Potassium
Vanadium
Zinc
COMPUCHEM tJ: 292320
FRACTION: ACID EXTRACTABLES
PARAMETER
2,4,5-Trichlorophenol
Pentachlorophenol
Page 49
AMOUNT UNITS QUALIFIER
35. ug/kg B
95. ug/kg B
AMOUNT UNITS· QUALIFIER
54. %
45.599998 %
6.2 pH
AMOUNT UNITS QUALIFIER
27600. mg/kg p
3.9 mg/kg B F
61.5 mg/kg B p
1.6 mg/kg B p
352. mg/kg B p
46.900002 mg/kg p
7.9 mg/kg B p
16.799999 mg/kg p
39200. mg/kg p
25.9 mg/kg F
716. mg/kg B p
124. mg/kg p
0.32 mg/kg CV
22.299999 mg/kg p
831. mg/kg B p
91. 300003 mg/kg p E
88.900002 mg/kg p E
AREA: LOWER MACON
AMOUNT
560.
2800.
UNITS
ug/kg
ug/kg
QUALIFIER
J
J
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
bis(2-Ethylhexyl)phthalate
Di-n-butyl phthalate
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
1,1,1-Trichloroethane
1,1-Dichloroethane
Toluene
COMPUCHEM #: 292340
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Cadmium
Calcium
Chromium
Copper
Iron
Lead
Magnesium
Manganese
Vanadium
Zinc
Page 50
AMOUNT UNITS QUALIFIER
2800. ug/kg J
1200. ug/kg J
AMOUNT UNITS QUALIFIER
13. %
86.800003 %
6.9 pH
AMOUNT UNITS QUALIFIER
470. ug/kg J
1400. ug/kg
880. ug/kg
AMOUNT UNITS QUALIFIER
13. %
86.800003 %
6.9 pH
AMOUNT UNITS QUALIFIER
7390. mg/kg p *
0.88 mg/kg B F N
47.099998 mg/kg p E
1.1 mg/kg B p
116. mg/kg B p
11.6 mg/kg p N
9.1 mg/kg p
5870. mg/kg p
6.8 mg/kg F
182. mg/kg B p
140. mg/kg p N
11.5 mg/kg p
24.6 mg/kg p *
AREA: UPPER MACON
I
I Page 51
I COMPUCHEM #: 292319
FRACTION: BASE/NEUTRAL EXTRACTABLES
I PARAMETER AMOUNT UNITS QUALIFIER
Di-n-butyl phthalate 470. ug/kg J
I FRACTION: CYANIDE/OTHER
PARAMETER AMOUNT UNITS QUALIFIER
I Percent Moisture, Undecanted 13. %
Percent Solids 87.199997 %
pH 7.3 pH
I FRACTION: VOLATILES
PARAMETER AMOUNT UNITS QUALIFIER I Acetone 51. ug/kg B
Chloroform 1. ug/kg J
Ethylbenzene 7. ug/kg
I Methylene chloride 44. ug/kg B
Tetrachloroethene 2. ug/kg J
Toluene 3100. ug/kg
I Xylenes (Total) 34. ug/kg
COMPUCHEM #: 292339
I FRACTION: CYANIDE/OTHER
PARAMETER AMOUNT UNITS QUALIFIER
I Percent Moisture, Undecanted 13. %
Percent Solids 87.199997 %
pH 7.3 pH
I FRACTION: METALS
PARAMETER AMOUNT UNITS QUALIFIER
I Aluminum 17400. mg/kg p * Arsenic 3. mg/kg BF W N
Barium 75.699997 mg/kg p E
I Beryllium 0.98 mg/kg B p
Calcium 377. mg/kg B p
Chromium 38.799999 mg/kg p N
Cobalt 5.7 mg/kg B p
I Copper 18.200001 mg/kg p
Iron 18900. mg/kg p
Lead 22.6 mg/kg F
I Magnesium 356. mg/kg B p
Manganese 258. mg/kg p N
Potassium 753. mg/kg B p
I Vanadium 35.599998 mg/kg p
Zinc 75. mg/kg p *
I
Page 52
I
I
I
I
I
I
I
I
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COMPUCHEM #: 292317
FRACTION: ACID EXTRACTABLES
PARAMETER
Pentachlorophenol
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
2-Methylnaphthalene
Anthracene
bis(2-Ethylhexyl)phthalate
Phenanthrene
I FRACTION: CYANIDE/OTHER
PARAMETER
I Percent Moisture, Undecanted
Percent Solids
pH
I FRACTION: VOLATILES
I
I
I
I
I
ii
I
I ,,
I
I
PARAMETER
Toluene
Xylenes (Total)
COMPUCHEM #: 292337
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Beryllium
Calcium
Chromium
AREA: UPPER MACON
AMOUNT UNITS QUALIFIER
3700. ug/kg J
AMOUNT
240.
1200.
4700.
1200.
AMOUNT
15.
85.400002
7.2
AMOUNT
200000.
1600.
AMOUNT
15.
85.400002
7.2
AMOUNT
10300.
2.6
70.800003
1.
251.
15.5
UNITS
ug/kg
ug/kg
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
QUALIFIER
J
J X
J X
QUALIFIER
QUALIFIER
J
QUALIFIER
QUALIFIER
p *
F N
P E
B p
B p
p N
I
I
I
I
I
I
I
I
Cobalt
copper
Iron
Lead
Magnesium
Manganese
Vanadium
Zinc
COMPUCHEM #: 292318
FRACTION: ACID EXTRACTABLES
PARAMETER
Pentachlorophenol
I FRACTION: BASE/NEUTRAL EXTRACTABLES
I
I
I
I
I
I
I
I
I
I
PARAMETER
2-Methylnaphthalene
bis(2-Ethylhexyl)phthalate
Phenanthrene
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
1,1,1-Trichloroethane
1,1-Dichloroethane
Ethylbenzene
Methylene chloride
Tetrachloroethene
Toluene
Trichloroethene
Xylenes (Total)
COMPUCHEM #: 292338
FRACTION: CYANIDE/OTHER
PARAMETER
Page 53
1.9 mg/kg B p
10.8 mg/kg p
9240. mg/kg p
22.799999 mg/kg F
181. mg/kg B p
75.300003 mg/kg p N
19.299999 mg/kg p
68.800003 mg/kg p *
AREA: UPPER MACON
AMOUNT UNITS QUALIFIER
3700. ug/kg J
AMOUNT
250.
4400.
540.
AMOUNT
12.
88.
7.1
AMOUNT
1400.
340.
410.
610.
1200.
230000.
440.
2100.
UNITS
ug/kg
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
AMOUNT UNITS
QUALIFIER
J
J
QUALIFIER
QUALIFIER
J
J
BJ
D
J
QUALIFIER
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Beryllium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Vanadium
Zinc
12. %
88. %
7.1 pH
AMOUNT UNITS
9600. mg/kg
9.6 mg/kg
75.5 mg/kg
0.72 mg/kg
180. mg/kg
16.299999 mg/kg
1. mg/kg
12.4 mg/kg
9470. mg/kg
· 24. 200001 mg/kg
157. mg/kg
73.099998 mg/kg
19.4 mg/kg
65.300003 mg/kg
Page 54
QUALIFIER
p *
B F N
p E
B P
B p
p N
B p
p
p
F
B p
p N
p
p *
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Page 55
*****************************************************************
SAMPLE TYPE: SURFACE WATER MATRIX: WATER
*****************************************************************
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AREA: MACON
COMPUCHEM #: 291026
FRACTION: METALS
PARAMETER
Aluminum
Barium
Beryllium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Mercury
Nickel
Potassium
Sodium
Thallium
Vanadium
Zinc
COMPUCHEM #: 288530
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
bis(2-Ethylhexyl)phthalate
COMPUCHEM #: 288543
FRACTION: METALS
PARAMETER
AMOUNT
82700.
3000.
13.2
54900.
108.
168.
120.
108000.
385.
9650.
5860.
0.78
81.
10700.
9010.
2.4
165.
1000.
UNITS
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
AREA: MACON
AMOUNT UNITS
5. ug/L
AMOUNT UNITS
QUALIFIER
p
p
p
p
p
p
p
p
p
p E
p
CV
p
p
p
BF
p E
p
QUALIFIER
BJ
QUALIFIER
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Aluminum
Barium
Calcium
Cobalt
Iron
Lead
Magnesium
Manganese
Potassium
Sodium
Thallium
Vanadium
Zinc
COMPUCHEM #: 291024
FRACTION: METALS
PARAMETER
Aluminum
Barium
Calcium
Copper
Iron
Lead
Magnesium
Manganese
Sodium
Thallium
Zinc
COMPUCHEM #: 291020
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
bis(2-Ethylhexyl)phthalate
COMPUCHEM #: 291032
Page 56
293. ug/L p
30.9 ug/L B p
1620. ug/L B p
9. ug/L B p
5120. ug/L p
2.3 ug/L B F W
928. ug/L B p E
347. ug/L p
4090. ug/L B p
6260. ug/L p
1.4 ug/L B F
8.3 ug/L B p E
49.5 ug/L p
AREA: MACON
AMOUNT UNITS QUALIFIER
290. ug/L p
20.799999 ug/L B p
1310. ug/L B p
18.200001 ug/L B p
1960. ug/L p
1.6 ug/L B F
583. ug/L B p E
62.400002 ug/L p
4040. ug/L B p
1.6 ug/L B F
45.099998 ug/L p
AREA: MACON
AMOUNT UNITS QUALIFIER
2. ug/L J
I
I
I FRACTION: METALS
PARAMETER I Aluminum
Barium
Calcium
I Cobalt
Iron
Lead
I Magnesium
Manganese
Potassium
Sodium
I Thallium
Vanadium
Zinc
I
I
I
I
I
I
I
I
I
I
I
'I
I
AMOUNT
338.
22.4
1390.
9.8
2120.
1.6
809.
66.400002
4250.
6670.
2.1
9.3
52.5
UNITS
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
Page 57
QUALIFIER
p
B p
B p
B p
p
B F
BP E
p
BP
p
BF
B P E
p
'
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
jl
I
Page 58
*****************************************************************
SAMPLE TYPE: TEST PIT MATRIX: SOIL
*****************************************************************
COMPUCHEM #: 296025
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
2-Methylnaphthalene
Acenaphthene
Acenaphthylene
Anthracene
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
bis(2-Ethylhexyl)phthalate
Chrysene
Fluoranthene
Fluorene
Naphthalene
Phenanthrene
Pyrene
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Ethylbenzene
Methylene chloride
Tetrachloroethene
Toluene
Xylenes (Total)
COMPUCHEM #: 296050
FRACTION: CYANIDE/OTHER
PARAMETER
AREA: UPPER MACON
AMOUNT
600.
45.
120.
67.
110.
100.
120.
120.
210.
100.
170.
190.
610.
460.
180.
AMOUNT
10.
91.099998
7.2
AMOUNT
14.
12.
4.
5.
10.
UNITS
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
AMOUNT UNITS
QUALIFIER
J
J
J
J
J
J X
J X
J
J
J
J
QUALIFIER
QUALIFIER
B
J
J
QUALIFIER
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Page 59
Percent Moisture, Undecanted 10. %
Percent Solids 91.099998 %
pH 7.2 pH
FRACTION: METALS
PARAMETER AMOUNT UNITS QUALIFIER
Aluminum 10300. mg/kg p
Arsenic 4. mg/kg F S
Barium 42.400002 mg/kg B P E
Cadmium 23.799999 mg/kg P N
Calcium 1830. mg/kg p E
Chromium 8.3 mg/kg p
Cobalt 5.4 mg/kg B P
Copper 10.6 mg/kg p N *
Iron 6670. mg/kg p
Lead 28.4 mg/kg p
Magnesium 411. mg/kg B p
Manganese 124. mg/kg p E
Potassium 528. mg/kg B p
Selenium 0.45 mg/kg B F W N
Vanadium 17.4 mg/kg p E
Zinc 34.200001 mg/kg p *
$~£ $Af!!-l~tlI!~!§~i:i'.rn5!?~rrf lii'lmtM i:mmrnrn@Ff@fffji;frffi!:lhl:1PI:i;!%P.A,;;e;r@+P'Z+6%~'9.
COMPUCHEM #: 296032
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Methylene chloride
COMPUCHEM #: 296049
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
AREA: UPPER MACON
AMOUNT
12.
88.5
7.9
AMOUNT
17.
12.
AMOUNT
12.
88.5
7.9
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
UNITS
%
%
pH
QUALIFIER
QUALIFIER
B
QUALIFIER
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
FRACTION: METALS
PARAMETER
Aluminum
Antimony
Arsenic
Barium
Beryllium
Cadmium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Nickel
Potassium
Silver
Sodium
Vanadium
Zinc
COMPUCHEM #: 296036
FRACTION: ACID EXTRACTABLES
PARAMETER
Benzoic acid
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Chloroform
Methylene chloride
COMPUCHEM #: 296048
Page 60
AMOUNT UNITS QUALIFIER
6410. mg/kg p
7.4 mg/kg BP N
2.3 mg/kg F
52.400002 mg/kg p E
3.1 mg/kg p
29.799999 mg/kg p N
426. mg/kg B P E
23.4 mg/kg p
18.200001 mg/kg p
34.400002 mg/kg p N *
4430. mg/kg p
38.5 mg/kg p
458. mg/kg B p
106. mg/kg p E
12. mg/kg p
1540. mg/kg p
l. mg/kg B p
925. mg/kg B p
22.9 mg/kg p E
63.799999 mg/kg p *
AREA: UPPER MACON
AMOUNT UNITS
88. ug/kg
AMOUNT
14.
88.5
8.
AMOUNT
12.
1.
14.
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
ug/kg
QUALIFIER
J
QUALIFIER
QUALIFIER
J
B
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Page 61
FRACTION: CYANIDE/OTHER
PARAMETER AMOUNT UNITS QUALIFIER
Percent Moisture, Undecanted 14. %
Percent Solids 88.5 %
pH 8. pH
FRACTION: METALS
PARAMETER AMOUNT UNITS QUALIFIER
Aluminum 5180. mg/kg p
Arsenic 2.2 mg/kg B F
Barium 27.700001 mg/kg B p E
Beryllium 0.47 mg/kg B p
Calcium 279. mg/kg BP E
Chromium 4.7 mg/kg p
Cobalt 3.6 mg/kg B p
Copper 3.8 mg/kg B p N * Iron 3620. mg/kg p
Lead 15. mg/kg F
Magnesium 181. mg/kg B p
Manganese 84.900002 mg/kg p E
Potassium 733. mg/kg B p
Sodium 251. mg/kg B p
Vanadium 12.5 mg/kg p E
Zinc 31.200001 mg/kg p *
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AREA: UPPER MACON
COMPUCHEM #: 296037
FRACTION:. BASE/NEUTRAL EXTRACTABLES
PARAMETER
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(g,h,i)perylene
Benzo(k)fluoranthene
bis(2-Ethylhexyl)phthalate
Chrysene
Fluoranthene
Indeno(l,2,3-cd)pyrene
Phenanthrene
Pyrene
AMOUNT
200.
160.
340.
82.
340.
130.
160.
420.
74.
110.
240.
UNITS QUALIFIER
ug/kg J
ug/kg J
ug/kg J X
ug/kg J
ug/kg J X
ug/kg J
ug/kg J
ug/kg
ug/kg J
ug/kg J
ug/kg J
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Chloroform
Methylene chloride
COMPUCHEM #: 296047
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Beryllium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Potassium
Sodium
Thallium
Vanadium
Zinc
COMPUCHEM #: 296038
Page 62
AMOUNT UNITS QUALIFIER
11. %
89.400002 %
6.9 pH
AMOUNT UNITS QUALIFIER
11. ug/kg J
1. ug/kg J
10. ug/kg B
AMOUNT UNITS QUALIFIER
11. %
89.400002 %
6.9 pH
AMOUNT UNITS QUALIFIER
16300. mg/kg p
3.2 mg/kg F S
31.6 mg/kg B P E
0.62 mg/kg B p
740. mg/kg BP E
15.7 mg/kg p
5.4 mg/kg B p
8.7 mg/kg p N *
12700. mg/kg p
30.1 mg/kg p
399. mg/kg B p
82.199997 mg/kg p E
879. mg/kg B p
350. mg/kg B p
0.49 mg/kg B F
33. mg/kg p E
37.400002 mg/kg p *
AREA: UPPER MACON
I
I Page 63
I FRACTION: BASE/NEUTRAL EXTRACTABLES
I PARAMETER AMOUNT UNITS QUALIFIER
2-Methylnaphthalene 260. ug/kg J
Fluoranthene 130. ug/kg J
Fluorene 220. ug/kg J
I Naphthalene 150. ug/kg J
Phenanthrene 570. ug/kg
Pyrene 150. ug/kg J
I FRACTION: CYANIDE/OTHER
PARAMETER AMOUNT UNITS QUALIFIER
I Percent Moisture, Undecanted 14. %
Percent Solids 86.400002 %
pH 7.8 pH
I FRACTION: VOLATILES
I PARAMETER AMOUNT UNITS QUALIFIER
Acetone 48. ug/kg
Chloroform 1. ug/kg J
Ethylbenzene 4. ug/kg J
I Methylene chloride 12. ug/kg B
Toluene 5. ug/kg J
Xylenes (Total) 7. ug/kg
I COMPUCHEM #: 296039
I FRACTION: CYANIDE/OTHER
PARAMETER AMOUNT UNITS QUALIFIER
Percent Moisture, Undecanted 14. %
I Percent Solids 86.400002 %
pH 7.8 pH
I FRACTION: METALS
PARAMETER AMOUNT UNITS QUALIFIER
Aluminum 16900. mg/kg p
I Arsenic 3.7 mg/kg F S
Barium 22.5 mg/kg B P E
Beryllium 0.58 mg/kg B p
I Cadmium 2.6 mg/kg p N
Calcium 58. mg/kg B P E
Chromium 14.2 mg/kg p
I Cobalt 5. mg/kg B p
Copper 14.7 mg/kg p N *
Iron 17000. mg/kg p
Lead 9. mg/kg F I Magnesium 368. mg/kg B p
Manganese 58.700001 mg/kg p E
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Mercury
Potassium
Vanadium
Zinc
COMPUCHEM #: 296287
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
2-Methylnaphthalene
bis(2-Ethylhexyl)phthalate
Chrysene
Fluorene
Naphthalene
Phenanthrene
Pyrene
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Methylene chloride
Toluene
COMPUCHEM #: 296300
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Calcium
Page 64
0.16 mg/kg CV
432. mg/kg B p
40.400002 mg/kg p E
32.200001 mg/kg p *
AREA: UPPER MACON
AMOUNT
12000.
210.
84.
880.
4500.
1500.
150.
AMOUNT
14.
86.400002
6.1
AMOUNT
480.
1100.
AMOUNT
14.
86.400002
6.1
AMOUNT
23500.
1.3
11.5
465.
UNITS
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
QUALIFIER
J
J
J
QUALIFIER
QUALIFIER
BJ
QUALIFIER
QUALIFIER
p
B F +
BP E
B P E
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
:I
I
Page 65
Chromium 35.700001 mg/kg p
Cobalt 8.1 mg/kg B p
Copper 77.099998 mg/kg p N *
Iron 25300. mg/kg p
Lead 7.4 mg/kg F
Magnesium 611. mg/kg BP
Manganese 127. mg/kg p E
Nickel 35.599998 mg/kg p
Potassium 1450. mg/kg p
Selenium 0.74 mg/kg BF W N
Sodium 807. mg/kg B p
vanadium· 67.300003 mg/kg p E
Zinc 34.200001 mg/kg p *
$~~ '$~v~1'.1 ; 91J>~:+,tr:R;\f¢i£+l%E; 11m@m mrn ;rn;rn:rnwx: :$»1PI$WP)\"r$:Xrn1oc9z~7z~:~
AREA: UPPER MACON
COMPUCHEM #: 296297
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
bis(2-Ethylhexyl)phthalate
Chrysene
Fluoranthene
Fluorene
Naphthalene
Phenanthrene
Pyrene
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Ethylbenzene
Methylene chloride
COMPUCHEM #: 296301
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
AMOUNT
890.
95.
100.
120.
350.
180.
97.
AMOUNT
21.
79.
6.1
AMOUNT
12.
1.
15.
UNITS
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
ug/kg
AMOUNT UNITS
21. %
QUALIFIER
J
J
J
J
J
J
QUALIFIER
QUALIFIER
BJ
J
B
QUALIFIER
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Antimony
Arsenic
Barium
Cadmium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Mercury
Potassium
Thallium
Vanadium
Zinc
COMPUCHEM #: 296298
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
2-Methylnaphthalene
Acenaphthene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
bis(2-Ethylhexyl)phthalate
Butyl benzyl phthalate
Chrysene
Fluoranthene
Fluorene
Naphthalene
Phenanthrene
Pyrene
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
79. %
6.1 pH
AMOUNT UNITS
24400. mg/kg
7. mg/kg
4.1 mg/kg
41. 099998 mg/kg
11.1 mg/kg
2870. mg/kg
18.5 mg/kg
4.8 mg/kg
165. mg/kg
20400. mg/kg
55.900002 mg/kg
593. mg/kg
84.800003 mg/kg
0.14 mg/kg
1240. mg/kg
0.58 mg/kg
52.299999 mg/kg
122. mg/kg
Page 66
QUALIFIER
p
BP N
B F
B p E
p N
p E
p
B p
p N *
p
p
B p
P E
CV
B p
B F
p E
p *
AREA: UPPER MACON
AMOUNT UNITS
1700. ug/kg
180. ug/kg
320. ug/kg
320. ug/kg
2900. ug/kg
380. ug/kg
600. ug/kg
580. ug/kg
680. ug/kg
400. ug/kg
1400. ug/kg
730. ug/kg
AMOUNT UNITS
10. %
QUALIFIER
J
J X
J X
J
J
J
J
J
J
QUALIFIER
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Page 67
Percent Solids 89.800003 ' pH 6.1 pH
FRACTION: VOLATILES
PARAMETER AMOUNT UNITS QUALIFIER
1,1,2,2-Tetrachloroethane 160. ug/kg J
Toluene 10000. ug/kg
Xylenes (Total) 580. ug/kg J
COMPUCHEM #: 296302
FRACTION: CYANIDE/OTHER
PARAMETER AMOUNT UNITS QUALIFIER
Percent Moisture, Undecanted 10. ' Percent Solids 89.800003 ' pH 6.1 pH
FRACTION: METALS
PARAMETER AMOUNT UNITS QUALIFIER
Aluminum 16000. mg/kg p
Arsenic 2.6 mg/kg F S
Barium 71. mg/kg p E
Cadmium 2.9 mg/kg p N
Calcium 410. mg/kg BP E
Chromium 7.8 mg/kg p
Cobalt 3.4 mg/kg B P
Copper 7.3 mg/kg p N * Iron 9210. mg/kg p
Lead 38.900002 mg/kg p
Magnesium 451. mg/kg B p
Manganese 113. mg/kg p E
Potassium 599. mg/kg B p
Vanadium 22.799999 mg/kg p E
Zinc 128. mg/kg p *
$~¢\Y$AM:t'~lif #H$,l;§ 8$i1'1{£9~'.f,'.lMf!iiff(f]ii;JHWit)i;f!iffl!SllWi1T!W~A'f.l:1:'1p'Ell'QAW~1%{il:9½+7:ZS~
AREA: UPPER MACON
COMPUCHEM #: 296299
FRACTION: ACID EXTRACTABLES
PARAMETER
Benzoic acid AMOUNT UNITS QUALIFIER
98. ug/kg J
I
I Page 68
I FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER AMOUNT UNITS QUALIFIER
m Anthracene 100. ug/kg J
Benzo(a)anthracene 350. ug/kg
Benzo(a)pyrene 260. ug/kg J
w Benzo(b)fluoranthene 470. ug/kg X
Benzo(g,h,i)perylene 110. ug/kg J
Benzo(k)fluoranthene 470. ug/kg X
m
bis(2-Ethylhexyl)phthalate 97. ug/kg J
Chrysene 380. ug/kg J
Dibenzo(a,h)anthracene 63. ug/kg J
Fluoranthene 650. ug/kg
I Fluorene 43. ug/kg J
Indeno(l,2,3-cd)pyrene 120. ug/kg J
Isophorone 810. ug/kg
I Naphthalene 65. ug/kg J
Phenanthrene 490. ug/kg
Pyrene 460. ug/kg
I FRACTION: CYANIDE/OTHER
PARAMETER AMOUNT UNITS QUALIFIER
I Percent Moisture, Undecanted 15. %
Percent Solids 84.900002 %
pH 6. pH
I FRACTION: VOLATILES
PARAMETER AMOUNT UNITS QUALIFIER
I Acetone 10. ug/kg BJ
Methylene chloride 12. ug/kg B
I COMPUCHEM #: 296303
FRACTION: CYANIDE/OTHER
I PARAMETER AMOUNT UNITS QUALIFIER
Percent Moisture, Undecanted 15. %
Percent Solids 84.900002 %
I pH 6. pH
FRACTION: METALS
I PARAMETER AMOUNT UNITS QUALIFIER
Aluminum 21800. mg/kg p
Arsenic 4.5 mg/kg F S I Barium 80.199997 mg/kg p E
Cadmium 2.2 mg/kg p N
Calcium 1470. mg/kg P E
I Chromium 19.l mg/kg p
Cobalt 3.2 mg/kg B p
I
D
D
I
w
m
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Page 69
Copper 38. mg/kg p N *
Iron 19000. mg/kg p
Lead 47.599998 mg/kg p
Magnesium 727. mg/kg B p
Manganese 215. mg/kg p E
Nickel 11.3 mg/kg p
Potassium 396. mg/kg B p
Thallium 0.46 mg/kg B F
Vanadium 44.099998 mg/kg p E
Zinc 106. mg/kg p *
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COMPUCHEM #: 296722
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
2-Methylnaphthalene
bis(2-Ethylhexyl)phthalate
Chrysene
Fluorene
Naphthalene
Phenanthrene
Pyrene
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Ethylbenzene
Methylene chloride
Tetrachloroethene
Toluene
Xylenes (Total)
COMPUCHEM #: 296730
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
AREA: UPPER MACON
AMOUNT
900.
2700.
160.
420.
260.
810.
230.
AMOUNT
13.
87.400002
6.8
AMOUNT
770.
240.
340.
230.
46000.
750.
UNITS
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
AMOUNT UNITS
13. %
QUALIFIER
J
J
J
J
QUALIFIER
QUALIFIER
J
J
BJ
J
E
QUALIFIER
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Cadmium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Nickel
Potassium
Sodium
Vanadium
Zinc
87.400002 I
6.8 pH
AMOUNT UNITS
26300. mg/kg
3.3 mg/kg
79. mg/kg
1.9 mg/kg
389. mg/kg
19.9 mg/kg
9.2 mg/kg
5.6 mg/kg
21100. mg/kg
41.400002 mg/kg
596. mg/kg
229. mg/kg
14.7 mg/kg
1110. mg/kg
609. mg/kg
51.5 mg/kg
137. mg/kg
Page 70
QUALIFIER
p
B F
P E
p N
B P E
p
B p
B p N *
p
p
B p
p E
p
B p
B p
p E
p *
m
D
u
m
I
I
-1
I
I
I
I
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COMPUCHEM #: 297240
I FRACTION: ACID EXTRACTABLES
I
I
I
I
I
I
I
PARAMETER
Benzoic acid
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
2-Methylnaphthalene
Acenaphthene
Acenaphthylene
Anthracene
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(g,h,i)perylene
Benzo(k)fluoranthene
bis(2-Ethylhexyl)phthalate
Chrysene
Di-n-butyl phthalate
Dibenzo(a,h)anthracene
AREA: LOWER MACON
AMOUNT UNITS QUALIFIER
5300. ug/kg J
AMOUNT UNITS QUALIFIER
14000. ug/kg J
31000. ug/kg
310000. ug/kg
320000. ug/kg D
200000. ug/kg DJ
140000. ug/kg
190000. ug/kg DJ X
60000. ug/kg
190000. ug/kg DJ X
11000. ug/kg J
140000. ug/kg
3200. ug/kg J
30000. ug/kg
g
D
Page 71
Dibenzofuran 18000. ug/kg
I Fluoranthene 290000. ug/kg D
Fluorene 250000. ug/kg
Indeno(l,2,3-cd)pyrene 47000. ug/kg
m Naphthalene 3100000. ug/kg D
Phenanthrene 1300000. ug/kg D
Pyrene 410000. ug/kg
I FRACTION: CYANIDE/OTHER
PARAMETER AMOUNT UNITS QUALIFIER
I Cyanide 22.4 mg/kg N * AS
Percent Moisture, Undecanted 30. %
Percent Solids 85.900002 %
I pH 8. pH
FRACTION: VOLATILES
I PARAMETER AMOUNT UNITS QUALIFIER
1,1,1-Trichloroethane 39. ug/kg
1,1-Dichloroethane 110. ug/kg
I 1,2-Dichloroethene(Total) 10. ug/kg
2-Butanone 260. ug/kg E
Acetone 120. ug/kg
Benzene 25000. ug/kg D I Ethylbenzene 8600. ug/kg D
Methylene chloride 6000. ug/kg B D
Styrene 480. ug/kg E
I Tetrachloroethene 48. ug/kg
Toluene 110000. ug/kg D
Trichloroethene 5. ug/kg J
I Xylenes (Total) 860. ug/kg E
COMPUCHEM #: 297261
I FRACTION: CYANIDE/OTHER
PARAMETER AMOUNT UNITS QUALIFIER
I Cyanide 22.4 mg/kg N * AS Percent Moisture, Undecanted 30. %
Percent Solids 85.900002 %
I pH 8. pH
FRACTION: METALS
I PARAMETER AMOUNT UNITS QUALIFIER
Aluminum 6230. mg/kg * p Arsenic 1.7 mg/kg B NF
I Barium 16.700001 mg/kg B p
Calcium 4500. mg/kg * p
Chromium 11.3 mg/kg p
Cobalt 2.3 mg/kg B p I Copper 17.6 mg/kg * p
I
D
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I
I
Iron
Lead
Magnesium
Manganese
Vanadium
Zinc
COMPUCHEM #: 296723
.I FRACTION: BASE/NEUTRAL EXTRACTABLES
I
I
1·
I
I
I
I
I
I
I
I
PARAMETER
2-Methylnaphthalene
Acenaphthene
Acenaphthylene
Anthracene
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(g,h,i)perylene
Benzo(k)fluoranthene
Chrysene
Dibenzo(a,h)anthracene
Dibenzofuran
Fluoranthene
Fluorene
Indeno(l,2,3-cd)pyrene
Naphthalene
Phenanthrene
Pyrene
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Chloroform
Methylene chloride
COMPUCHEM #: 296728
Page 72
13100. mg/kg p
33.400002 mg/kg * p
206. mg/kg B p
39.5 mg/kg p
37.400002 mg/kg p
27.200001 mg/kg p
AREA: LOWER MACON
AMOUNT
10000.
330.
5200.
2300.
3000.
4100.
3500.
1300.
3500.
3700.
640.
320.
4700.
3300.
930.
18000.
11000.
7300.
AMOUNT
15.
85.400002
6.8
UNITS
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
UNITS
%
%
pH
AMOUNT UNITS
19. ug/kg
2. ug/kg
43. ug/kg
QUALIFIER
J
X
J
X
J
J
J
QUALIFIER
QUALIFIER
B
BJ
B
D
D
I
I
I
I
I
i
I
I
I
I
I
I
I
I
I
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Cadmium
Calcium
Chromium
Cobalt
Iron
Lead
Magnesium
Manganese
Potassium
Vanadium
Zinc
AMOUNT
15.
85.400002
6.8
AMOUNT
15000.
1.6
30.4
3.9
241.
12.8
0.92
13600.
8.4
395.
51. 200001
577.
39.
54.200001
UNITS
%
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
Page 73
QUALIFIER
QUALIFIER
p
BF W
BP E
p N
B p E
p
B p
p
F
B p
p E
B p
p E
p *
I
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I
I
I
I
I DOCKERY SITE
ANAL YT I CAL DAT A
I
I
I
I
I
I
.I
I
I
I
I
I
I
I
I
I
I
I
I,
I
I
I
I
I
I
FRACTION: BASE/NEUTRAL EXTRACTABLES
Page 1
*****************************************************************
SAMPLE TYPE: STREAM/POND SEDIMENT MATRIX: SOIL
*****************************************************************
$~<:; l$~g:g;;gJ:I'.i l!+~ $7§~P:1tR~i:+ ;;1rnrnm;:;i:;1!ffIFl!FM!@!i.i$~f~ !bAiJ;~J@IQ,~½~?%$g.
COMPUCHEM #: 290814
FRACTION: ACID EXTRACTABLES
PARAMETER
Benzoic acid
PARAMETER
Benzo(a)pyrene
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
2-Butanone
Acetone
Chloroform
Methylene chloride
COMPUCHEM #: 290880
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
AREA: DOCKERY
AMOUNT UNITS
150. ug/kg
AMOUNT UNITS
240. ug/kg
AMOUNT UNITS
40. %
59.599998 %
7.8 pH
AMOUNT UNITS
3. ug/kg
85. ug/kg
3. ug/kg
45. ug/kg
AMOUNT UNITS
40. %
59.599998 %
7.8 pH
AMOUNT UNITS
1790. mg/kg
1.4 mg/kg
7.2 mg/kg
QUALIFIER
J
QUALIFIER
J
QUALIFIER
QUALIFIER
J
B
J
B
QUALIFIER
QUALIFIER
p *
B F N
BP
I
I
I
I
I
I
I
I
I
I
I'
I
I
I
I
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I
Page 2
Calcium 52. mg/kg B p
Chromium 2.3 mg/kg B p
Cobalt 1.9 mg/kg BP
Iron 2270. mg/kg p
Lead 1.4 mg/kg B F N
Magnesium 51.400002 mg/kg B p
Manganese 21.200001 mg/kg p N
Vanadium 4. mg/kg B P
Zinc 4.5 mg/kg B p *
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AREA: DOCKERY
COMPUCHEM #: 290816
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Chloroform
Methylene chloride
COMPUCHEM #: 290879
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Calcium
Iron
Lead
Magnesium
Manganese
Vanadium
AMOUNT
23.
76.699997
7.8
AMOUNT
52.
3.
29.
AMOUNT
23.
76.699997
7.8
AMOUNT
1290.
1.1
5.6
59.299999
1980.
1.
41.299999
18.9
3.
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
QUALIFIER
QUALIFIER
B
J
B
QUALIFIER
QUALIFIER
p *
BF N
B p
B p
p
BF N
B p
p N
B p
I
I
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I
I
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Page 3
Zinc 3.3 mg/kg B P *
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AREA: DOCKERY
COMPUCHEM #: 290820
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Chloroform
Methylene chloride
COMPUCHEM #: 290877
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Calcium
Chromium
Cobalt
Iron
Lead
Magnesium
Manganese
Vanadium
Zinc
AMOUNT
27.
72.900002
7.7
AMOUNT
44.
2.
28.
AMOUNT
27.
72.900002
7.7
AMOUNT
2310.
0.63
18.9
295.
3.9
3.3
3870.
2.9
412.
108.
4.8
8.3
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
QUALIFIER
QUALIFIER
B
J
B
QUALIFIER
QUALIFIER
p * B F N
B p
B p
p
B p
p
F N
B p
p N
B p
p *
11
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Page 4
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COMPUCHEM #: 290819
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Chloroform
Methylene chloride
COMPUCHEM #: 290878
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Calcium
Cobalt
Iron
Lead
Magnesium
Manganese
Potassium
Vanadium
Zinc
AREA: DOCKERY
AMOUNT
29.
71.400002
7.5
AMOUNT
47.
3.
19.
AMOUNT
29.
71.400002
7.5
AMOUNT
1410.
0.97
6.
59.900002
3.1
1580.
0.93
110.
17.700001
1590.
5.3
3.6
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
QUALIFIER
QUALIFIER
B
J
B
QUALIFIER
QUALIFIER
p *
B F N
B p
B P
B p
p
B F N
B p
p N
p
BP
B p *
It
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D
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Page 5
*****************************************************************
SAMPLE TYPE: SURFACE SOIL MATRIX: SOIL
*****************************************************************
AREA: UPPER DOCKERY
COMPUCHEM #: 292753
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER AMOUNT UNITS QUALIFIER
Di-n-butyl phthalate 77. ug/kg B DJ
FRACTION: CYANIDE/OTHER
PARAMETER AMOUNT UNITS QUALIFIER
Percent Moisture, Undecanted 8. %
Percent Solids 91. 800003 %
pH 7.1 pH
FRACTION: VOLATILES
PARAMETER AMOUNT UNITS QUALIFIER
Acetone 11. ug/kg B
Methylene chloride 16. ug/kg B
COMPUCHEM #: 292774
FRACTION: CYANIDE/OTHER
PARAMETER AMOUNT UNITS QUALIFIER
Percent Moisture, Undecanted 8. %
Percent Solids 91. 800003 %
pH 7.1 pH
FRACTION: METALS
PARAMETER AMOUNT UNITS QUALIFIER
Aluminum 13500. mg/kg p
Arsenic 3.8 mg/kg F S
Barium 43. mg/kg p
Beryllium 0.38 mg/kg B p
Calcium 196. mg/kg BP
Chromium 13.3 mg/kg p
Cobalt 5.5 mg/kg B p
Copper 4.2 mg/kg B p
Iron 11000. mg/kg p
Lead 6.3 mg/kg F
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Page 6
Magnesium 265. mg/kg B p
Manganese 334. mg/kg p
Nickel 9.5 mg/kg p
Potassium 436. mg/kg BP
Vanadium 23.5 mg/kg p E
Zinc 16. mg/kg p E
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COMPUCHEM #: 292754
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Methylene chloride
COMPUCHEM #: 292773
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Beryllium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Mercury
AREA: UPPER DOCKERY
AMOUNT
9.
90.800003
8.1
AMOUNT
16.
15.
AMOUNT
9.
90.800003
8.1
AMOUNT
14800.
2.9
51.099998
0.85
192.
11.9
6.
7.8
11500.
5.4
316.
310.
0.16
UNITS
I
I
pH
UNITS
ug/kg
ug/kg
UNITS
I
I
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
QUALIFIER
QUALIFIER
B
B
QUALIFIER
QUALIFIER
p
F S
p
B p
B p
p
B p
p
p
F
B p
p
CV
l
I
I
Nickel
Potassium
Vanadium
Zinc
10.9
372.
24.799999
27.200001
mg/kg
mg/kg
mg/kg
mg/kg
Page 7
p
B p
p E
p E
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COMPUCHEM #: 292755
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted Percent Solids pH
FRACTION: VOLATILES
PARAMETER
Acetone
Methylene chloride
COMPUCHEM #: 292772
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Beryllium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Nickel
Potassium
Vanadium
WIWii
AREA: UPPER DOCKERY
AMOUNT
7.
92.599998
7.6
AMOUNT
10.
12.
AMOUNT
7.
92.599998
7.6
AMOUNT
10300.
2.4
64.
0.74
137.
9.
4.9
4.1
7650.
6.
209.
566.
14.4
336.
17.6
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
QUALIFIER
QUALIFIER
BJ
B
QUALIFIER
QUALIFIER
p
F s
p
B p
B p
p
B p
B p
p
F
B p
p
p
B p
p E
I
I
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Page 8
Zinc 11.3 mg/kg PE
I
I
I
I
I
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I
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COMPUCHEM #: 292756
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Methylene chloride
COMPUCHEM #: 292771
I FRACTION: CYANIDE/OTHER
I
I
I
I
I
I
I
I
I
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Beryllium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Mercury
Nickel
Potassium
Vanadium
Zinc
AREA: UPPER DOCKERY
AMOUNT
10.
89.800003
8.5
AMOUNT
20.
15.
AMOUNT
10.
89.800003
8.5
AMOUNT
11800.
2.8
71.
0.44
140.
10.1
4.5
4.7
8480.
5.9
278.
598.
0.16
16.200001
398.
19.5
15.8
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
QUALIFIER
QUALIFIER
B
B
QUALIFIER
QUALIFIER
p
F S
p
B p
B p
p
B p
B p
p
F
B p
p
CV
p
B p
p E
p E
Page 9
I
I
I
I
I
I
I
I
~~g; ~~~:".IT'.l~~-~~=~!c.1?zli:~;::::::".:: ':7:;:'.:::'.~:'.:2:::E:::::=.~AH!?~m~gj:filfO¼i'(4%~:~
COMPUCHEM #: 292757
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Methylene chloride I COMPUCHEM #: 292770
I
I
I
I
I
I
I
I
I
I
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Beryllium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Mercury
Nickel
Potassium
Vanadium
Zinc
AREA: UPPER DOCKERY
AMOUNT
11.
89.099998
7.9
AMOUNT
15.
13.
AMOUNT
11.
89.099998
7.9
AMOUNT
14300.
1.4
34.200001
0.75
201.
13.2
7.5
4.3
10400.
17.5
304.
633.
0.15
15.8
352.
23.9
14.7
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
QUALIFIER
QUALIFIER
B
B
QUALIFIER
QUALIFIER
p
BF
B p
B p
B p
p
B p
B p
p
F
B p
p
CV
p
B p
p E
p E
Page 10
~g¢';)$~~ ; 11;;;~,~~~iiR+m?§i!! ;;;;;::;::;;;;;;; ,;;;;;:;;;~;;;:;;;2[4!AM~t;~rm~TRia~JIBP:i:Z~;~
II
m
•
I
I
COMPUCHEM #: 292758
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Methylene chloride I COMPUCHEM #: 292769
D
B
I
a
g
I
I
I
I
I
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Beryllium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Mercury
Nickel
Potassium
Vanadium
Zinc
AREA: LOWER DOCKERY
AMOUNT
15.
57.200001
7.7
AMOUNT
10.
14.
AMOUNT
15.
57.200001
7.7
AMOUNT
16400.
3.
63.799999
1.3
433.
20.9
23.700001
17.1
19800.
7.1
633.
460.
0.17
34.799999
774.
48.900002
74.300003
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
QUALIFIER
QUALIFIER
BJ
B
QUALIFIER
QUALIFIER
p
BF
B p
B p
B p
p
p
p
p
F
B p
p
CV
p
BP
p E
p E
I
If
I
I
I
I
It
m
II
I
I
D
I
n
0
0
D
I
fl
Page 11
$~¢:'.:$~~ 'J :':' ~+§~:$~511'.9~ '~'7""'"'""'.f"'"""'"':::';;t;;f';'-]tDt>tfi'.1t>Atl!lfffOCt1JJi47if§
AREA: I.DWER DOCKERY
COMPUCHEM #: 292759
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Methylene chloride
COMPUCHEM #: 292760
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Beryllium
Calcium
Cobalt
Copper
Iron.
Lead
Magnesium
Manganese
Potassium
Vanadium
Zinc
AMOUNT
8.
92.
6.9
AMOUNT
9.
12.
AMOUNT
8.
92.
6.9
AMOUNT
4090.
0.8
42.900002
0.52
190.
4.8
3.9
4790.
3.6
187.
108.
203.
8.1
11.2
UNITS
I
I
pH
UNITS
ug/kg
ug/kg
UNITS
I
I
pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
QUALIFIER
QUALIFIER
BJ
B
QUALIFIER
QUALIFIER
p
BF W
B p
B p
B p
B p
B p
p
F
B p
p
B p
B P E
p E
I
I
I
ll
• •
I
I
I
It
•
I
I
I
I
I
I
Page 12
*****************************************************************
SAMPLE TYPE: SURFACE WATER MATRIX: WATER
*****************************************************************
COMPUCHEM #: 290776
FRACTION: VOLATILES
PARAMETER
Methylene chloride
COMPUCHEM #: 2933·40
FRACTION: METALS
PARAMETER
Aluminum
Barium
Beryllium
Calcium
Cobalt
Iron
Lead
Magnesium
Manganese
Mercury
Sodium
Vanadium
Zinc
AREA: DOCKERY
AMOUNT UNITS
3. ug/L
QUALIFIER
BJ
li l !!ff tit I l$~!?~ ff Pli?i~,;;;!$2L]!!?Z8~
AREA: DOCKERY
AMOUNT UNITS QUALIFIER
232. ug/L p
31.4 ug/L B p
2.7 ug/L B p
3980. ug/L B p
3.8 ug/L B p
3190. ug/L p
1.9 ug/L B F
1710. ug/L BP
397. ug/L p
0.24 ug/L CV
8010. ug/L p
2.7 ug/L B p
63. ug/L p
$!;!::, $AM~~ i• ; ?il~$S$W£¢$?'lifflff@rnm:ni @ lHHT%%! rn S~tltli: \DA/l'E;/10~½27%89.
AREA: DOCKERY
COMPUCHEM #: 290775
II
II
I
I
FRACTION: VOLATILES
PARAMETER
Methylene chloride
COMPUCHEM #: 290806
E FRACTION: METALS
PARAMETER
Aluminum
Barium
calcium
Cobalt
Iron
Magnesium
Manganese
Potassium
Sodium
Thallium
Vanadium
Page 13
AMOUNT UNITS QUALIFIER
3. ug/L B J
AMOUNT
173.
41. 700001
2860.
7.6
269.
1720.
30.299999
4170.
9220.
1.6
7.1
UNITS
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
QUALIFIER
B P
B p
B p
B P
p
B P E
p
B p
p
B F
B P E
I
I
I
I
I
I
I
I
I
I
I
I
I
I
!:l'~<;Jlf$~?LEfJ;Tit~i~~±filrii\Q6£l! : !ll!\J;@lMHF:iff it &J!JM;l;$,;MPLEff P41'f;;@lO~¾~i?7J!.:~
COMPUCHEM #: 290774
FRACTION: VOLATILES
PARAMETER
Methylene chloride
COMPUCHEM #: 290804
FRACTION: METALS
PARAMETER
Aluminum
Barium
Calcium
Cobalt
Iron
Lead
Magnesium
Manganese
Potassium
Sodium
Thallium
Vanadium
AREA: DOCKERY
AMOUNT UNITS QUALIFIER
1. ug/L J
AMOUNT
140 •.
26.6
4630.
10.4
536.
1.4
2390.
33.200001
4920.
10900.
1.3
8.2
UNITS
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
QUALIFIER
B p
B p
B p
B p
p
BF W
B P E
p
B p
p
B F
B P E
II
I
•
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Page 14
~gcj]$~ll!?If;':jjf!)):'6l~tSW&o'1!1ITiIITlilWJfil@Bl!@@aiff$1Uretl!}Jf>A1!!JillfoJ1,¼~/t7:S§
AREA: DOCKERY
COMPUCHEM #: 290777
FRACTION: VOLATILES
PARAMETER
Methylene chloride
COMPUCHEM #: 290808
FRACTION: METALS
PARAMETER
Aluminum
Barium
Calcium
Iron
Magnesium
Manganese
Sodium
Thallium
Vanadium
AMOUNT UNITS
3. ug/L
AMOUNT UNITS
305. ug/L
47.700001 ug/L
2560. ug/L
1220. ug/L
1340. ug/L
72.900002 ug/L
7510. ug/L
1.5 ug/L
3.2 ug/L
QUALIFIER
BJ
QUALIFIER
p
B p
B p
p
B p E
p
p
B F
B p E
II
I
I
I
I
I
I
I
I
I
I
I
I
I
ii
I
I
:I
Page 15
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
SAMPLE TYPE: TEST PIT MATRIX: SOIL •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
COMPUCHEM #: 297250
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
bis(2-Ethylhexyl)phthalate
Phenanthrene
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
1,1,1-Trichloroethane
1,1-Dichloroethane
2-Butanone
Acetone
Benzene
Ethylbenzene
Methylene chloride
Toluene
Xylenes (Total)
COMPUCHEM #: 297269
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
AREA: LOWER DOCKERY
AMOUNT
1400.
470.
AMOUNT
24.
85.
7.6
AMOUNT
32.
26.
54.
720.
8.
10.
150.
87.
53.
AMOUNT
24.
85.
7.6
AMOUNT
11100.
1.7
UNITS
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
UNITS
%
%
pH
UNITS
mg/kg
mg/kg
QUALIFIER
J
J
QUALIFIER
QUALIFIER
J
J
J
B
J
J
B
QUALIFIER
QUALIFIER
• p
BS NF
II
• • Barium
Beryllium
Calcium
Chromium
I Cobalt
Copper
Iron
I Lead
Magnesium
Manganese
Nickel I Vanadium
Zinc
I
I
I
I
I
I
I
I
I
I
I
I
I
22,6
0.66
225,
85.699997
8,4
27.799999
31900.
6,1
400.
134.
23.5
104.
27.200001
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
Page 16
B p
B p
B * p
p
B p
* p p
F
B p
p
p
p
p
I
I
II
II
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
QA/QC SAMPLE ANALYTICAL DATA
I
II
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Page 1
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
SAMPLE TYPE: FIELD BLANK MATRIX: WATER •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
COMPUCHEM #: 292729
FRACTION: VOLATILES
PARAMETER
Methylene chloride
COMPUCHEM #: 292739
FRACTION: METALS
PARAMETER
Aluminum
Barium
Calcium
Cobalt
Copper
Iron
Magnesium
Potassium
Sodium
Vanadium
Zinc
AREA: NOT APPLICABLE
AMOUNT UNITS
4. ug/L
AMOUNT
24.299999
3.1
231.
4.8
8.2
10.
160.
3280.
2100.
4.8
29.799999
UNITS
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
QUALIFIER
BJ
QUALIFIER
B p
B p
B p
B p
B p
B p
B p
B p
B p
B p
p
I
I
•
I
I
I
I
I
I
I
I
I
I
Page 2
*****************************************************************
SAMPLE TYPE: POTABLE WATER MATRIX: WATER
*****************************************************************
COMPUCHEM #: 302987
FRACTION: VOLATILES
PARAMETER
Bromodichloromethane
Chloroform
COMPUCHEM #: 303015
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Calcium
Copper
Iron
Lead
Magnesium
Manganese
Potassium
Sodium
Vanadium
Zinc
AREA: NOT APPLICABLE
AMOUNT UNITS
9. ug/L
69. ug/L
AMOUNT UNITS
4970. ug/L
2.7 ug/L
23. ug/L
3390. ug/L
29.6 ug/L
2470. ug/L
4. ug/L
323. ug/L
387. ug/L
1870. ug/L
200000. ug/L
4.6 ug/L
258. ug/L
QUALIFIER
QUALIFIER
p
B F w
B p
B p
p
p
F
B p
p E
B p
p
B p
p
I
II
•
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Page 3
*****************************************************************
SAMPLE TYPE: RINSATE MATRIX: WATER
*****************************************************************
COMPUCHEM #: 291019
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
bis(2-Ethylhexyl)phthalate
COMPUCHEM #: 291029
FRACTION: METALS
PARAMETER
Aluminum
Calcium
Cobalt
Iron
Magnesium
Potassium
Sodium
Thallium
Vanadium
Zinc
AREA: NOT APPLICABLE
AMOUNT UNITS
24. ug/L
AMOUNT
62.599998
136.
9.
31. 799999
110.
2610.
4560.
1.9
7.6
11.3
UNITS
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
QUALIFIER
QUALIFIER
B p
B p
B p
B p
B P E
B p
BP
B F
BP E
B p
!?E¢Ji$Ar-I~t;lflliil;i911Sl!ifm,t'F+lt+;1JW'/l,1})@lilifJ%11Mil'HJ!iiH&M$Jii-tl?l;JlMttti'l!lf:1ffl,~¼ll;$%8~
AREA: NOT APPLICABLE
COMPUCHEM #: 310355
FRACTION: VOLATILES
PARAMETER
Methylene chloride
COMPUCHEM #: 310369
FRACTION: METALS
PARAMETER
Aluminum
AMOUNT UNITS
1. ug/L
AMOUNT UNITS
34. 200001 ug/L
QUALIFIER
BJ
QUALIFIER
B p *
I
m
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Page 4
Calcium 101. ug/L B p
Copper 15.9 ug/L B P
Iron 13.3 ug/L B p
Magnesium 90.400002 ug/L BP
Zinc 26.4 ug/L p
§l;;~::~m~:;:,~: :'.~);!fi!::rRff.2,+R±+'.'.;;;'.;'.::::2::::::::2:2:::::11AM1t~Jt!l~T~=~z@~~Zla2
COMPUCHEM f: 291010
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
bis(2-Ethylhexyl)phthalate
FRACTION: VOLATILES
PARAMETER
Acetone
Methylene chloride
COMPUCHEM #: 291022
FRACTION: METALS
PARAMETER
Aluminum
Calcium
Cobalt
Iron
Sodium
Thallium
Vanadium
Zinc
AREA: NOT APPLICABLE
AMOUNT UNITS QUALIFIER
2. ug/L J
AMOUNT
8.
4.
AMOUNT
43.599998
327.
8.
18.
4030.
1.5
4.6
6.4
UNITS
ug/L
ug/L
UNITS
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
QUALIFIER
J
J
QUALIFIER
B p
B p
B p
B p
B p
BF W
B P E B p
I?tO@S~PLEK!ltHi l:}§f$Bif,l~#l@!]Mfff;s!rnMirnjj;l@m!!!M@SAAPl.E\{lll\W$;1llil'¼:1'.$78'9
AREA: NOT APPLICABLE
COMPUCHEM #: 302993
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
bis(2-Ethylhexyl)phthalate
AMOUNT UNITS QUALIFIER
12. ug/L
I)
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
FRACTION: VOLATILES
PARAMETER
Chloroform
Methylene chloride
COMPUCHEM #: 303022
FRACTION: METALS
PARAMETER
Aluminum
Arsenic
Barium
Beryllium
Calcium
Copper
Iron
Lead
Magnesium
Potassium
Sodium
Vanadium
Zinc
AMOUNT
1.
2.
AMOUNT
164.
2.9
13.1
2.6
579.
28.4
313.
1.9
183.
1730.
142000.
5.8
26.799999
UNITS
ug/L
ug/L
UNITS
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
Page 5
QUALIFIER
J
J
QUALIFIER
B p
B F
B p
B p
B p
p
p
B F
B p
B p
p
B p
p
~ll:qW$N1Pl;!)Fil:mn;G ~¥SllSlR1:£f1tHH!!rnMW@iiili@jj{l[@lWMA@l_A,t.!:Pg!lp.ti,T»:JMi0?%~]Z},~
AREA: NOT APPLICABLE
COMPUCHEM #: 291013
FRACTION: VOLATILES
PARAMETER
Methylene chloride
COMPUCHEM #: 291023
FRACTION: METALS
PARAMETER
Aluminum
Calcium
Cobalt
Iron
Magnesium
Potassium
Sodium
Thallium
Vanadium
AMOUNT UNITS QUALIFIER
4. ug/L J
AMOUNT
52.5
901.
10.5
21.9
169.
4320.
4760.
1.7
7.3
UNITS
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
QUALIFIER
BP
BP
B p
B p
BP E
B p
BP
B F
B P E
I)
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Zinc
COMPUCHEM #: 292311
FRACTION: VOLATILES
PARAMETER
Methylene chloride
COMPUCHEM #: 292312
FRACTION: METALS
PARAMETER
Aluminum
Barium
Beryllium
Calcium
Cobalt
Iron
Lead
Magnesium
Manganese
Potassium
Sodium
Vanadium
Zinc
Page 6
35,400002 ug/L p
AREA: NOT APPLICABLE
AMOUNT UNITS
3. ug/L
AMOUNT
26.5
2,8
1.6
236.
6.2
16.5
5.2
183.
6.5
3850.
2530.
5,8
11.1
UNITS
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
QUALIFIER
BJ
QUALIFIER
B p
B p
B p
B p
B p
B p
F
B p
B p
B p
B p
B P
B p
I
I
I
I
Page 7
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• SAMPLE TYPE: TRIP BLANK MATRIX: WATER •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
I . §:~~l~Am>~I2f.I~~~:~11~1f0lllilff@@illilwfm1Mw1Mt§~~;rpAi,:mr:q~%2z'.§~?:
I
I
I
I
I
I
I
I
I
I
I
I
•
I
COMPUCHEM f: 290783
FRACTION: VOLATILES
PARAMETER
Methylene chloride
AREA: NOT APPLICABLE
AMOUNT UNITS
2. ug/L
QUALIFIER
BJ
$~¢XS~~~ffi'.f!ilfl:l1•8:Ft~~A~N~li11'.tilH@MMliii@l@Ki;f®lf$J\S!i'H',iifPA1i~lJ!i0$24J!Z:8:~
COMPUCHEM #: 291006
FRACTION: VOLATILES
PARAMETER
Methylene chloride
COMPUCHEM #: 288531
FRACTION: VOLATILES
PARAMETER
Methylene chloride
COMPUCHEM f: 293339
AREA: NOT APPLICABLE
AMOUNT UNITS
3. ug/L
QUALIFIER
BJ
AREA: NOT APPLICABLE
AMOUNT UNITS QUALIFIER
1. ug/L B J
AREA: NOT APPLICABLE
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Page 8
FRACTION: METALS
PARAMETER AMOUNT UNITS QUALIFIER
Cobalt 5.4 ug/L B p
Iron 151. ug/L p
Magnesium 164. ug/L B p
Potassium 3410. ug/L B p
Sodium 1680. ug/L B p
Vanadium 6.2 ug/L B p
Zinc 9. ug/L B p
,>~CF$~~ ff#IN?~'(, ~;,:;tH:Q~El;f@ff[@@\ti!!IBwBF!Wfrl&i#wftS~J:;f;ll%TgJffa/(t7tll7i8~
AREA: NOT APPLICABLE
COMPUCHEM f: 297251
FRACTION: VOLATILES
PARAMETER
Methylene chloride
COMPUCHEM f: 297270
FRACTION: METALS
PARAMETER
Arsenic
Barium
Iron
Zinc
COMPUCHEM #: 303010
FRACTION: VOLATILES
PARAMETER
Methylene chloride
COMPUCHEM #: 303023
FRACTION: METALS
PARAMETER
AMOUNT UNITS
2. ug/L
AMOUNT
2.5
2.
15.2
2.7
UNITS
ug/L
ug/L
ug/L
ug/L
QUALIFIER
BJ
QUALIFIER
B F
B p
B p
B p
AREA: NOT APPLICABLE
AMOUNT UNITS QUALIFIER
1. ug/L J
AMOUNT UNITS QUALIFIER
Aluminum
Iron
Potassium
Zinc
61.299999
25.1
703.
8.9
ug/L
ug/L
ug/L
ug/L
Page 9
BP
B p
B p
BP
I
I
I
I
I
I
I
~tcmsmrtWJ :ff !:I );S &'f!T~l;!Pq)Ff!lff!!ff&lf!,l!))!Ifl§l@(jff;fffiH!}ll@1f$lMPt!Ift>A:TJilll4i~½,?QZ~~
COMPUCHEM #: 310715
FRACTION: VOLATILES
PARAMETER
Methylene chloride
I COMPUCHEM #: 310716
FRACTION: METALS
I
I
I
I
I
I
I
I
I
I
I
PARAMETER
Iron
Zinc
AREA: NOT APPLICABLE
AMOUNT UNITS QUALIFIER
3. ug/L B J
AMOUNT UNITS
7. 1 ug/L
2.2 ug/L
QUALIFIER
B p
B p
I
I
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I
I
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I
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I
I
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I
I
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.1
'I
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Page 10
*****************************************************************
SAMPLE TYPE: U.S. EPA ESD SPIKE/BLANK MATRIX: WATER
*****************************************************************
~~¢lf~~~1!Jfai~I!?.$:::H!'!~~:nt1J£+J1rrt11rr1@rti1!u11w1m!1r4$m!ifllst11i1:uro:i¼~:tz:~:~
COMPUCHEM #: 311186
FRACTION: METALS
PARAMETER
Aluminum
Iron
Zinc
AREA: NOT APPLICABLE
AMOUNT
22.6
58.799999
3.5
UNITS
ug/L
ug/L
ug/L
QUALIFIER
B p *
B p
B p
ll~s1i~~r;g1;1:#w~:t§~EH!'!i~zq+1:+1m1mr1nwn 11111rm1 ;;;r1mrr11@~~J![9l';ll!I!st1:gz1&:+z~~,g
COMPUCHEM #: 311184
FRACTION: ACID EXTRACTABLES
PARAMETER
2,4,6-Trichlorophenol
2-Methylphenol
Phenol
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
2,6-Dinitrotoluene
4-Chloroaniline ·
Anthracene
Benzo(a)pyrene
Chrysene
Di-n-butyl phthalate
Naphthalene
Nitrobenzene
FRACTION: PESTICIDES/PCBs
PARAMETER
Dieldrin
Endosulfan I
Gamma-BHC (Lindane)
AREA: NOT APPLICABLE
AMOUNT
58.
51.
34.
AMOUNT
23.
32.
22.
18.
16.
18.
32.
33.
AMOUNT
0.57
0.23
0.44
UNITS
ug/L
ug/L
ug/L
UNITS
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
UNITS
ug/L
ug/L
ug/L
QUALIFIER
QUALIFIER
QUALIFIER
I
I
I
I
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I
I
I
I
I
I
I
I
I
I
I
I
I
I
Heptachlor
FRACTION: VOLATILES
PARAMETER
1,1,1-Trichloroethane
1,2-Dichloroethane
1,2-Dichloroethene(Total)
Bromodichloromethane
Cis-1,3-Dichloropropene
Dibromochloromethane
Methylene chloride
Tetrachloroethene
Trans-1,3-Dichloropropene
Vinyl chloride
COMPUCHEM f: 311188
FRACTION: METALS
PARAMETER
Aluminum
Antimony
Arsenic
Barium
Beryllium
cadmium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Mercury
Nickel
Selenium
Thallium
Vanadium
Zinc
COMPUCHEM #: 311200
FRACTION: METALS
PARAMETER
Aluminum
0.22 ug/L
AMOUNT
31.
38.
34.
37.
33.
39.
28.
43.
57.
28.
AMOUNT
793.
148.
20.6
148.
21.4
14.2
19.5
48.200001
64.400002
498.
15.2
760.
26.1
2.
42.400002
15.
19.1
74.800003
37.5
UNITS
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
UNITS
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
Page 11
QUALIFIER
QUALIFIER
p * p
F N
BP p
p *
p * B p
p
p
F
B p
p
CV p
F N
F S p
p
AREA: NOT APPLICABLE
AMOUNT UNITS
98600. ug/L
QUALIFIER
p *
I
E
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I
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I
I
I
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I
I
I
I
I
Cadmium
Cobalt
Iron
Magnesium
Potassium
Zinc
COMPUCHEM f: 288558
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
Phenanthrene
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: VOLATILES
PARAMETER
Acetone
Methylene chloride
COMPUCHEM #: 288590
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: METALS
PARAMETER
Aluminum
Calcium
Iron
Lead
Selenium
Vanadium
Zinc
7.
8.1
97300.
409.
2050.
5.7
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
Page 12
p *
B P
p
B p
B p
BP
AREA: NOT APPLICABLE
AMOUNT UNITS QUALIFIER
42. ug/kg J
AMOUNT
7.
92.900002
7.7
AMOUNT
13.
10.
AMOUNT
7.
92.900002
7.7
AMOUNT
149.
29.9
92.800003
0.3
0.35
0.53
1.7
UNITS
' ' pH
UNITS
ug/kg
ug/kg
UNITS
' ' pH
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
QUALIFIER
QUALIFIER
B
B
QUALIFIER
QUALIFIER
p * B p
p
BF N
BF W N
B P
B p *
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Page 13
lt~s~mtE:t;i'i0lff9:$'£'.Sm,'.(f§£:t~;;;;;z;;;;rg;;-;illJTwm0iS,m~AT~fill'[$L2◊Ztl§
.COMPUCHEM f: 288574
FRACTION: ACID EXTRACTABLES
PARAMETER
2,4,5-Trichlorophenol
2-Methylphenol
Pentachlorophenol
Phenol
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
2,6-Dinitrotoluene
Acenaphthylene
Benzo(g,h,i)perylene
bis(2-Ethylhexyl)phthalate
Chrysene
Fluoranthene
Nitrobenzene
Phenanthrene
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
FRACTION: PESTICIDES/PCBs
PARAMETER
4,4 1 -DDT
Dieldrin
Endrin
Gamma-BHC (Lindane)
Heptachlor
COMPUCHEM #: 288592
FRACTION: CYANIDE/OTHER
PARAMETER
Percent Moisture, Undecanted
Percent Solids
pH
AREA: NOT APPLICABLE
AMOUNT
1700.
2100.
1500.
2300.
AMOUNT
750.
660.
920.
180.
1300.
1100.
790.
40.
AMOUNT
11.
89,099998
7.5
AMOUNT
25.
26.
31.
15.
12.
AMOUNT
11,
89.099998
7.5
UNITS
ug/kg
ug/kg
ug/kg
ug/kg
UNITS
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
UNITS
' ' pH
UNITS
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
UNITS
' ' pH
QUALIFIER
J
J
QUALIFIER
BJ
J
QUALIFIER
QUALIFIER
QUALIFIER
I
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I
I
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I
I
I
I
I
I
FRACTION: METALS
PARAMETER
Aluminum
Calcium
Iron
Lead
Vanadium
Zinc
AMOUNT
220.
29.4
178.
0.31
0.94
1.6
UNITS
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
Page 14
QUALIFIER
p * B p
p
BF N
B p
B p *
1!!¢1!R~Sl;fil[%1'61!¥SH~tf$I£1!/!!Mlfil!Effl!!lTii1/i/WJJW!!Tottit@~~l:.IWPATJill!iO§Zg'~Zi~~,
AREA: NOT APPLICABLE
COMPUCHEM f: 288519
FRACTION: ACID EXTRACTABLES
PARAMETER
Phenol
FRACTION: BASE/NEUTRAL EXTRACTABLES
PARAMETER
bis(2-Ethylhexyl}phthalate
COMPUCHEM #: 288534
FRACTION: METALS
PARAMETER
Cobalt
Thallium
Vanadium
AMOUNT UNITS QUALIFIER
2. ug/L J
AMOUNT UNITS QUALIFIER
4. ug/L BJ
AMOUNT
4.8
1.4
5.2
UNITS
ug/L
ug/L
ug/L
QUALIFIER
B p
B F
BP E
1:i,E¢9$,Af~l?'.tlt#i?W'.~f~~'if$W:€9,9tl!MThTI\1WjjWTIWWMJWWN@~jlllf~N-i'.f't,$1!lt>liJiE:1¾!X~Z207§§
AREA: NOT APPLICABLE
COMPUCHEM #: 288529
FRACTION: ACID EXTRACTABLES
PARAMETER
2,4,6-Trichlorophenol
2-Methylphenol
Pentachlorophenol
Phenol
AMOUNT
81.
73.
80.
54.
UNITS
ug/L
ug/L
ug/L
ug/L
QUALIFIER
I
I Page 15
I FRACTION: BASE/NEUTRAL EXTRACTABLES
I PARAMETER AMOUNT UNITS QUALIFIER
2,6-Dinitrotoluene 38. ug/L
Acenaphthene 4, ug/L J
Acenaphthylene 40. ug/L
I Benzo(g,h,i)perylene 25. ug/L
bis(2-Ethylhexyl)phthalate 4. ug/L BJ
Chrysene 29. ug/L
I Fluoranthene 37. ug/L
Nitrobenzene 44. ug/L
FRACTION: VOLATILES I PARAMETER AMOUNT UNITS QUALIFIER
1,1,1-Trichloroethane 31. ug/L
I 1,2-Dichloroethane 46. ug/L
1,2-Dichloroethene(Total) 39. ug/L
Bromodichloromethane 39. ug/L
I Cis-1,3-Dichloropropene 34. ug/L
Dibromochloromethane 41. ug/L
Methylene chloride 42. ug/L B
Tetrachloroethene 35. ug/L
I Trans-1,3-Dichloropropene 52. ug/L
Vinyl chloride 32. ug/L
I COMPUCHEM #: 288541
FRACTION: CYANIDE/OTHER
I PARAMETER AMOUNT UNITS QUALIFIER
Cyanide 19.5 ug/L ASN *
I FRACTION: METALS
PARAMETER AMOUNT UNITS QUALIFIER
I Aluminum 795. ug/L p
Antimony 160. ug/L p
Arsenic 17.299999 ug/L F N
Barium 147. ug/L B p
I Beryllium 28.4 ug/L p
Cadmium 18.799999 ug/L p
Chromium 18.700001 ug/L p
I Cobalt 61.099998 ug/L p
Copper 50. ug/L p
Iron 498. ug/L p
I Lead 15. ug/L F
Magnesium 790. ug/L B P E
Manganese 34.599998 ug/L p
Mercury 1,8 ug/L CV
I Nickel 79.900002 ug/L p
Potassium 2620. ug/L B p
I
I
m
I
I
I
I
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I
I
I
I
I
I
I
I
I
I
I
I
Selenium
Sodium
Thallium
Vanadium
Zinc
COMPUCHEM f: 288542
FRACTION: METALS
PARAMETER
Aluminum
Calcium
Cobalt
Iron
Magnesium
Manganese
Potassium
Sodium
Thallium
Vanadium
Page 16
10.6 ug/L F N
2240. ug/L B p
22. ug/L F S
81. ug/L p E
· 21.6 ug/L p
AREA: NOT APPLICABLE
AMOUNT
94300.
50.400002
24.1
99700.
330.
14.5
3680.
3470.
1.6
17.6
UNITS
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
QUALIFIER
p
B p
B p
p
BP E
B p
B p
B p
B F
B P E