ML24046A198
| ML24046A198 | |
| Person / Time | |
|---|---|
| Site: | 07000925 |
| Issue date: | 01/30/2024 |
| From: | Cimarron Environmental Response Trust |
| To: | NRC/NMSS/DDUWP/URMDB |
| Shared Package | |
| ML24046A190 | List: |
| References | |
| Download: ML24046A198 (17) | |
Text
Total Uranium GW Concentration of 2,128 ug/L ATTACHMENT 1 pCi/g in DP Rev 3 Plume Map
Ground Elevation 938.8'
2.9 2.8 9.67.4
12.8 12.8 Elevated Vadose Zone, Soil Uranium Conc 8.6 in Organic Clays (OH) & Silts (ML)
Water 8.0 Table 7.7 931.5' 5.1 5.8 EL in 3.2 DP 3.1 Rev 3 4.1 Map 2.6 3.1 2.4 ATTACHMENT 1 SOIL BORING LOG w-ws&A Hydrology Dept. Engineering Services oft~ KERR-McGEE CORPORATION IL'C'T A ,. BORING OK iAtu~s L-NUMBER 0.~ Z9tA
DEPTHJ UTHLOGC DSCRPTIN Srr SOIL SAMPLE REAISO SOIL (PE ID)RMRSO IN. IIELDGI DECITO (PER pm) O. DE~ E~ELD OBSERVATIONS
____ ___ ____ ___ __ 10 (CLASS. I_ __ _ ___ _ _ _ _ _
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Water Table (24 Hour) GRAPHIC LOG LEGEND DtOA DILLED- AG
.2. Water Table (Time of Boring) ElDEBR I DR 3IIN I of )
PID Phooloonization Detection g IQ FIL JAPt4 )rO Z TYPE Sample Collection Method EIhSILT 3hyGA1C1AI) DILLDB NO. Identifies Sample by Number9III \\..
0 SA DY ILDS M.PI-AUGER ROCKGG B I-C mEc, $'AND CLAY &8X~
A. RE [M. GRAVEL SAND srt.i WALDSAMPLER RECOVR CISLTY
DEPTH. ADceptah REC. Acua Length of Recovered Sample in Top and Bottom of Sample MILT 61E Feet 7J[]-7_ OATO RGI C;OONAE ATTACHMENT 1 SOIL BORING LOG Km--55-A 1 KERR-McGEE CORPORATION KMSIJBSIDIARY ILNUMBrEN C.. ,"urt-- / . : I NUMBER 14O-1 1 A ' I BORING Hydrology Dept. Engineering Services ICt..ikO,,t . COe,,
DEPTH UNIFIED BLOWS SOIL SAMPLE IN LITHOLOGIC DESCRIPTION SOIL PER PID REMARKS OR FEET I FIELD FOOT (ppm) NO. DEPTH REC. FIELD OBSERVATIONS 1 cE ICIS .
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Y Water Table (24 Hour) GRAPHIC LOG LEGEND DATE DRILLED PAGE _-_ tD-BRIS of Water Table (Time of Boring) aCLAY L DEBRIS LLN M PID Photoionization Detection fppm) CA FILL DRILLING METHOD NO. Identifies Sample by Number ! SILT I4SA " Y Z TYPE Sample Collection Method =RILLE D 0DRILLED BY IVI M~u SAONDYAN L3AUGER GSAND CELAY :;9 LGDB BARREL CORE ? RVL ?CLAYEY LOGGED BY
THN- ENCNIUU O?SLY [ XISTING GRADE rELEVATION LATY Fl (FT. AMS-L)
TUBE U SAMPLER RECOVERY CSI
AON CLAYEY OCATION Of GRID COORDINATES DEPTH. Depth Top and Bottom of Sample M SILT _ L O O A REC. Actual Length of Recovered Sample in Feet z SOIL BORING LOG KM-565 S-8 KERR-McGEE CORPORATION Hydrology Dept. - S&EA Division IKM SUBSIDIARY C..i.Mo...rrot'\\. I',., rt\\.
DEPTH !=1 UNIRED BU:7,Y.,
IN llTHOLOGIC DESCRIPTION f g SOILPER PIO*
SOIL SAMPLE BORING NUMBER qco A)* 1:;i3c; I=
REMARKS OR FIELD OBSERVATIONS FEET :-RElD 6' (ppm) NO. Of PTH RfC.
1'.) <!> CLASS. I!) !> *-=-tb:--,--,t-;
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PIO NO. Water Table (24 Hour) ... , .. 1' 3 rx ':
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'-jj f----"G e;Re:A,,_P_,_H,,;IC,._,,L,,O:,G:..e,LEG=E,,N::,_D"---l OATE DRILLED i '\\ '1 CLAY DEBRIS FILL DR1LUNG METHOD Water Tobfe (Time of Boring)
Photoionizotion Detection {ppm}
ldentifie!. Somple by Number Sample Collection Method TYPE SPLIT- [I AUGER [I] ROCKill] Sil T
@SAND §HIGl!lY OtGAHIC(PE.H) 8S SANDY DRILLED ev
\\..\\.t:i\\'l °2.Di\\
BARREL CORE ITHIN- I] CONTINUOUS NO WALLED TUBE SAMPtER RECOVERY DEPTH Depth Top and Bottom of Sample REC. Actoal Length of Recovered Sample in Feet ClAV D GRAVEL CT] CLAYEYSANO SILTY 51:,o,\\e, ClAY EXISTING GRADE ELEVATION !FT AMSU fE] CLAVEY SllT LOCATION OR GRID COORDINATES
'\\oo ,v -\\35c -
-Ground 944.3' EL Water Table 934.2' EL in DP Rev 3 MapHIghest Uranium Conc in Silty Clay (CL)Elevated Uranium Conc Vadose Zone Soils CLGroundwater Concentration of 2,975 ug/L in DP Rev 3 Plume MapTOC EL = 946.4' ATTACHMENT 1 COPYRIGHT © 2018BURNS & McDONNELL ENGINEERING COMPANY, INC.
ELEVATION (FEET)
TR-06
STATION (FEET)
GWI-BA1-01A
TR-07 Inches
COPYRIGHT © 2018BURNS & McDONNELL ENGINEERING COMPANY, INC.
ATTACHMENT 2
958.35' Ground Elev.
~953' EL Sandstone A Hard, Dense, Cemented Layers
Hard Drilling - Bit Chatter @12.5' - 13'
~944 - 945' I .
~945' EL Sandstone B
~939' EL
13:10
I
I 3:ao I'
Inches
COPYRIGHT © 2018BURNS & McDONNELL ENGINEERING COMPANY, INC.
Inches
COPYRIGHT © 2018BURNS & McDONNELL ENGINEERING COMPANY, INC.