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Home My WebLink AboutNCD980840409_19910201_Charles Macon Lagoon & Drum_FRBCERCLA RI_RI FS Study 1990 Remedial Investigation Report Volume II-OCRI I I I, I I I, I I I I I I I I • MACON/DOCKERY NPL SITE REMEDIAL INVESTIC,AION/ FEASIBILITY STUDY REMEDIAL INVESTIGATION REPORT VOLUME II I I I I I I I I I I I D I m I I I I Ire-. 1uG' ~tlf/;:,, J'I/.DJ,.. '-v <.t) ------------~~ ~ J'tc.,, . '~4' · Macon/Dockery Site Remedial Investigation/ Feasibility Study Remedial Investigation Report Volume II 1990 SIRRINE. ENVIRONMENTAL CONSULTANTS I I I I I I I I I I I I I I I I I I I CONTOU_R INTcRVAL 10 FEET LV C!U-'OR.-.NGL( LOCATION : Yrr:c, .. C-.' ... SCALE 1:24000 ■■■SIRRINE !•■•■ENVIRONMENTAL !ut CONSULTANTS Greenvl I le, South Corollno Figure 2-1 Location Map I I I I I I I I I I I I I I I I I I I -· APPENDIX A MACON/DOCKERY EM SURVEY DATA I MACON/DOCKERY EM SURVEY DATA · I UPPER MACON OCT. 11,12, 1989 I GRID RANGE METER APPARENT . STATION SffilNG READING CONDUCTIVITY• CCMJENTS I A 30 1.6 1 6 BESIDE PORTA JOHN I B 30 <0 0 BESIDE TRAILER C 30 0.75 7.5 D 30 0.65 6.5 I E 30 0.35 3.5 F 30 0.25 2.5 G 30 0.2 2 I A 30 1 .6 16 A1 30 1.2 12 NEAR GATE A2 30 0.8 8 I A4 30 2.2 22 NEAR TANKER A6 30 1.4 14· SURFACE METAL B6 30 0.7 7 I B5 30 0.8 8 B4 30 0.7 7 B3 30 0.7 7 I B2 30 <0 0 NEAR TRAILER B1 30 0.7 7 C 30 0.6 6 I C1 30 0.3 3 C2 30 1.4 14 SURFACE METAL C3 30 0.9 9 C4 30 0.9 9 I C5 30 0.7 7 C6 30 0.9 9 I D17 30 0.3 3 D16 30 0.3 3 D15 30 0.4 4 D14 30 0.5 5 I D13 30 1.5 1 5 SURFACE METAL D12 30 0.9 9 D11 30 0.5 5 I DB 3 <0 0 BURIED MET AL SHEETING D7 30 1 .1 11 NEG ANOM. NEAR SL-4-1 D4 30 1.8 1 8 NEXT TO BUILDING· I D3 30 1.6 16 SURFACE METAL NEARBY D1 30 0.9 9 D 30 0.4 4 LG MET AL OBJECT IN WEEDS I E 30 · 0.3 3 E1 30 0.4 4 , NEG ANOM BETWEEN E & E1 I Page 1 of 19 I ' .,.. I MACON/DOCKERY EM SURVEY DATA I UPPER MACON OCT. 11,12, 1989 I GRID RANGE METER APPARENT I STATION SETTING READING CONDUCTIVITY• CCM\1ENTS EB 30 0.6 6 I E9 30 0.6 6 E10 30 0.5 5 E11 30 0.7 7 I E12 30 0.8 8 SURFACE METAL (E12-E15) E15 30 0.3 3 E16 30 0.3 3 I E17 30 0.3 3 E18 30 0.4 4 F18 30 0.3 3 I F17 30 0.4 4 F16 30 0.3 3 F15 30 0.25 2.5 I F12 30 <0 0 INTERFERENCE FROM METAL F5 30 2.5 25 NEAR BUILDING F1 30 0.4 4 I F 30 <0 0 NEGATIVE ANOMALY C 30 0.65 6.5 D 30 0.75 7.5 I E 30 0.35 3.5 E14 30 <0 0 G18 30 0.25 2.5 I G17 30 0.4 4 G16 30 0.5 5 G15 30 0.5 5 NEG ANOMALY (G15--G16) I G14 30 0.45 4.5 G5 30 0.95 · 9.5 G4 30 0.75 7.5 NEG ANOMALY (G3--G4) I G3 30 8 80 G2 30 0.24 2.4 G1 30 0.6 6 I G 30 0.55 5.5 H4 30 0.6 6 HS 30 0.8 8 I HS 1000 >1.0 >1000 NEARBY TANKS H7 1000 >1.0 >1000 NEARBY TANKS HB 1000 >1.0 >1000 NEARBY TANKS I H9 30 0.65 6.5 H10 30 0.7 7 H11 . 30 0.7 7 I Page 2 of 19 ;I I I MACON/DOCKERY EM SURVEY DATA I UPPER MACON OCT. 11,12, 1989 I GRID RANGE WETER APPARENT STATION SETTING READING CONDUCTIVITY• I H14 30 0.6 6 I H15 30 0.55 5.5 11 5 30 0.45· 4.5 114 30 0.5 5 I 11 3 · 30 0.45 4.5 112 30 0.7 7 111 30 0.6 6 I 11 0 30 <0 0 NEGATIVE ANOMALY 19 30 <0 . 0 NEGATIVE ANOMALY 17 30 0.7 7 I 15 30 <0 0 NEARBY SURFACE METAL 14 1000 >1.0 >1000 NEARBY SURFACE MET AL JS 30 1 .1 1 1 NEAR TANK & SFC METAL I J7 30 0.3 3 NEARBY SURFACE METAL JS 30 <0 0 SURFACE METAL J12 30 0.5 5 I J14 30 0.4 4 K12 30 0.45 4.5 K11 30 0.7 7 NEAR BUILDING K10 30 0.7 7 I KS 30 <0 0 K7 30 <0 0 NEAR SURFACE METAL C 30 0.55 5.5 OA/OCCHECK I D 30 0.65 6.5 QA/QC CHECK E 30 0.25 2.5 OA/OCCHECK L7 30 2.7 27 I LS 30 0.3 3 L9 30 · 0.15 1.5 L10 30 0.4 4 I L11 30 0.4 4 M10 30 0.4 4 M9 30 0.2 2 I MS 30 0.25 2.5 M7 30 0.45 4.5 G 30 0.5 5 I F ' 30 0.4 4 E 30 0.45 4.5 D 30 0.9 9 LARGE MET AL OBJECT I C 30 0.75 7.5 A1 30 0.14 1.4 TRAILER, TOILET NEARBY I · Page 3 of 1!l I I MACON/DOCKERY EM SURVEY DATA I UPPER MACON OCT. 11,12, 1989 I GRID RANGE ~ APPARENT I STATION SETTING READING CONDUCTIVITY* COvtv1ENT"S B1 30 1.1 11 TRAILER, TOILET NEARBY I C1 30 0.7 7 D1 30 1 1 0 E1 30 0.65 6.5 I F1 30 0.5 5 G1 30 0.35 3.5 G2 30 1.65 16.5 NEARBY SURFACE METAL I A2 30 1 10 NEAR TRACKHOE B2 30 >3.0 >30 NEAR LARGE MET AL OBJECT C2 30 0.9 9 NEAR BUILDING I B3 30 0.8 8 C3 30 1 10 D3 30 2.2 22 NEARBY SURFACE METAL I A4 30 2.7 27 NEAR TANKER B4 30 0.9 9 C4 30 0.9 9 I D4 30 <0 <0 NEAR BUILDING BS 30 1 1 0 cs 30 0.9 9 I A6 30 1.3 13 NEG ANOMALY NEARBY B6 30 1 10 C6 30 1 10 I D7 30 1 1 0 DB 30 0.9 9 NEARBY SURFACE METALS EB 30 0.9 9 I E9 30 0.9 9 E10 30 0.7 7 D11 30 0.7 7 I E11 30 0.65 6.5 NEARTANK7 F11 30 · 0.7 7 F12 30 <0 0 NEAR METAL OBJECT I E12 30 1 .15 11 .5 NEAR TANK & METAL DEBRIS D12 30 0.85 8.5 NEAR FENCE D13 30 1.3 13 NEAR METAL DEBRIS I E14 30 1.3 1 3 NEAR METAL DEBRIS D14 30 0.9 9 D15 30 0.65 6.5 I E15 30 0.65 6.5 F15 30 0.65 6.5 G15 30 0.65 6.5 NEG ANOMALY (F15--G15) I Page 4 of 19 I I MACON/DOCKERY EM SURVEY DATA I UPPER MACON OCT. 11,12, 1989 I GRID RANGE WETER APPARENT STATION SETTING READING CONDUCTIVITY• I H15 30 0.6 6 I 11 5 30 0.55 5.5 G16 30 0.6 6 F16 30 0.6 6 I E16 30 0.55 5.5 NEG ANOMALY (E16··F16) D16 30 0.55 5.5 D17 30 0.6 6 I E17 30 0.6 6 F17 30 0.6 6 G17 30 0.6 6 I G18 30 0.55 5.5 F18 30 0.7 7 E18 30 0.65 6.5 I G14 30 0.65 6.5 H14 30 0.6 .6 11 4 30 0.65 6.5 I J14 30 0.3 3 . METAL DEBRIS J13 30 0.4 4 SHOTGUN SHELLS 11 3 30 0.55 5.5 I 11 2 30 0.65 6.5 J12 30 0.55 5.5 K12 30 0.5 5 I L 11 30 0.65 6.5 K11 30 0.8 8 NEAR METAL BUILDING 11 1 30 0.5 5 I H11 30 0.7 7 H10 30 0.8 8 NEAR TANK 11 0 30 0.35 3.5 . POSITIVE ANOM NEAR 110 I 19 30 <0 0 H9 30 0.6 6 H8 30 <0 0 I H7 30 <0 0 17 30 0.7 7 J7 30 0.5 5 I K7 30 <0 0 LG NEG ANOM NEAR K7 J6 30 <0 0 NEAR SURFACE METAL H6 30 <0 0 NEAR TANK AND BUILDING I K10 30 1.2 1 2 NEAR WALL AND METAL L10 30 0.7 7 M10 30 . 0.6 6 I Page 5 of 19 I I I I I I I I I I I I I I I I I I I I GRID RANGE STATION SETTING M9 30 L9 30 LS 30 MB 30 15 30 H5 30 G5 30 F5 30 G4 30 H4 30 14 30 G3 30 C 30 D 30 E 30 G1 30 G2 30 G3 30 G4 30 G5 30 H4 30 H5 30 15 30 17 30 H9 30 MACON/DOCKERY EM SURVEY DATA · UPPER MACON OCT. 11,12, 1989 M:TER APPARENT READING CONDUCTIVITY• 0.4 4 0.35 3.5 0.2 2 0.4 4 <0 0 1 1 0 1 1 0 >3.0 >30. 0.8 8 0.8 8 >3.0 >30 1 10· 0.7 7 0.6 6 0.5 5 0.5 5 2 20 0.9 9 0.8 8 1 10 0.7 7 0.9 9 <0 0 0.8 8 0.5 · 5 NEAR SURFACE METAL NEAR BUILDING NEAR METAL QA/QC QA/QC QA/QC QA/QC QA/QC QA/QC QA/QC QA/QC QA/QC QA/QC QA/QC QA/QC QA/QC • MEASUREMENTS REPRESENT THE INPHASE COMPONENT OF THE INDUCED MAGNETIC FIELD. Page 6 of 19 • I MACON/DOCKERY EM SURVEY DAT A I LOWER MACON OCT. 16, 1989 I GRID RANGE METER APPARENT STATION SETTING READING CONDUCTIVITY• I D 30 0.9 9.0 I E 30 0.9 9.0 F 30 0.9 9.0 F1 30 0.9 9.0 I F2 30 0.9 .9.0 F3 30 0.9 9.0 F4 30 0.9 9.0 I C4 30 0.8 8.0. D4 30 0.8 8.0 E4 30 0.8 8.0 I G 30 0.9 9.0 G1 30 0.85 8.5 G2 30 0.9 9.0 G3 30 0.9 9.0 I G4 30 0.9 9.0 G5 30 0.85 8.5 G6 30 0.8 8.0 I G7 30 0.8 8.0 H7 30 0.7 7.0 H6 30 0.8 8.0 I H5 30 0.9 9.0 H4 30 0.9 9.0 H3 30 0.9 9.0 I H2 30 0.9 9.0 H1 30 0.9 9.0 H 30 0.9 9.0 I I 30 0.9 9.0 11 30 0.8 8.0 12 30 0.9 9.0 I 13 30 0.9 9.0 14 .30 0.9 9.0 15 30 0.8 8.0 I 16 30 0.8 8.0 17 30 0.8 8.0 J6 30 0.8 8.0 I J5 30 0.8 8.0 J4 30 0.8 8.0 J3 30 0.8 8.0 I J2 30 0.9 9.0 J1 30 0.9 9.0 I Page 7 of 19 I I MACON/DOCKERY EM SURVEY DATA I LOWER MACON OCT. 16, 1989 I GRID RANGE METER APPARENT I STATION SETTING READING CONDUCTIVITY• CCM\1ENTS J 30 0.8 8.0 I K 30 0.8 8.0 K1 30 0.8 8.0 K2 30 0.9 9.0 I K3 30 0.8 8.0 K4 30 0.8 8.0 KS 30 0.8 8.0 I KS 30 0.8 8.0 K7 30 0.8 8.0 L7 30 0.8 8.0 I LS 30 0.8 8.0 L4 30 0.8 8.0 L1 30 0.8 8.0 I L 30 0.8 8.0 M 30 0.9 9.0 M1 30 0.8 8.0 I N 30 0.9 9.0 N1 30 0.8 8.0 N2 30 0.8 8.0 I N3 30 0.8 8.0 N4 30 0.6 6.0 M4 30 · 0.7 7.0 I MS 30 0.7 7.0 MS 30 0.7 7.0 M7 30 0.7 7.0 I NS 30 0.7 7.0 09 30. 0.7 7.0 06 30 0.7 7.0 I 05 30 0.7 7.0 04 30 0.7 7.0 03 30 0.7 7.0 I 02 30 0.8 8.0 01 30 0.7 7.0 0 30 0.7 7.0 I p 30 0.7 7.0 P1 30 0.7 7.0 P2 30 0.7 7.0 I P3 30 0.7 7.0 P4 30 0.6 6.0 PS 30 0.6 6.0 I Page 8 of 19 I I MACON/DOCKERY EM SURVEY DATA I LOWER MACON • OCT. 16, 1989 I GRID RANGE METER APPARENT I STATION SETTING READING CONDUCTIVITY• CO'vtv1ENTS PG 30 0.6 6.0 I P7 30 0.6 6.0 P9 30 0.4 4.0 P10 30 0.5 5.0 I 011 30 2.9 29.0 SURFACE METAL · 010 30 0.5 5.0 Q9 30 0.3 3.0 I 08 30 0.4 4.0 07 30 0.6 6.0 06 30 0.6 6.0 I Q5 30 0.6 6.0 04 30 0.6 6.0 03 30 0.6 6.0 I 02 30 0.6 6.0 01 30 0.6 6.0 o 30 0.6 6.0 I R1 30 0.7 7.0 R2 30 0.6 6.0 R3 30 0.6 6.0 I R4 30 0.6 6.0 RS 30 <0 0.0 KNOWN BURIED DRUMS RG 30 0.6 6.0 I R7 30 0.5 5.0 RB 30 0.4 4.0 R9 30 0.8 8.0 I R10 30 <0 0.0 METAL ON SURFACE R11 30 0.7 7.0 R12 30 0.8 8.0 I S9 30 0.2 2.0 SB 30 <0. 0.0 NEXT TO LARGE TANK S7 30 0.3 3.0 I SG 30 0.3 3.0 S5 30 0.3 3.0 S4 30 0.2 2.0 I S3 30 0.2 2.0 S2 30 0.2 2.0 ~1 30 0.2 2.0 I T3 30 0.2 2.0 T4 30 0.2 2.0 TS 30 <0 0.0 I Page 9 of 19 I I MACON/DOCKERY EM SURVEY DATA I LOWER MACON OCT. 16, 1989 I GRID RANGE METER APPARENT I STATION SETTING READING CONDUCTIVITY• COvtvlENfS T6 30 0.2 2.0 I us 30 1..2 12.0 SURFACE METAL U4 30 <0 0.0 DRUM LIDS ON GROUND R12 30 0.2 2.0 I R 11 30 <0 0.0 MARKED AS ANOMALY 011 30 2.8 · 28.0 NEARBY SURFACE METAL P10 30 <0 0.0 METAL ON SURFACE I 010 30 0.1 1.0 R10 30 0.2 2.0 S9 3 <0 0.0 I R9 30 0.6 6.0 09 30 <0 0.0 NEGATIVE ANOMALY pg ·30 <0 0.0 NEGATIVE ANOMALY I 09 30 0.1 1.0 NEGATIVE ANOMALY 08 30 <0 0.0 NEGATIVE ANOMALY RS 30 <0 0.0 NEGATIVE ANOMALY I SB 30 <0 0.0 NEGATIVE ANOMALY S7 30 <0 0.0 R7 30 0.1 1.0 I S4 30 0.1 1.0 ONOC S3 30 0.1 1.0 OA/AC T3 30 0.2 2.0 ONOC I T4 30 0.2 2.0 QNQC a 30 0.2 2.0 ONOC p 30 0.1 1.0 ONOC I 0 30 0.2 2.0 ONOC a 30 0.5 5.0 ONOC p 30 0.5 5.0 ONOC I 0 30 0.5 5.0 QA/QC · LUNCH BREAK S1 30 0.5 5.0 R1 30 0.5 5.0 I 01 30 0.5 5.0 P1 30 0.5 5.0 01 30 0.5 5.0 I N1 30 0.5 5.0 M1 30 0.5 5.0 L1 30 0.5 5.0 I K1 30 0.5 5.0 J1 30 0.5 5.0 11 30 0.5 5.0 I Page 10 of 19 I I MACON/DOCKERY EM SURVEY DAT A I LOWER MACON OCT. 16, 1989 I GRID RANGE METER APPARENT I STATION SETTING READING CONDUCTIVITY• H1 30 0.5 5.0 I G1 30 0.5 5.0 F1 30 0.5 5.0 E1 30 0.5 5.0 I C1 30 0.5 5.0 C2 30 0.5 5.0 D2 30 0.5 5.0 I E2 30 0.5 5.0 F2 30 0.5 5.0 G2 30 0.5 5.0 I H2 30 0.5 5.0 12 30 0.5 5.0 J2 30 0.5 5.0 I K2 30 0.5 5.0 K3 30 0.5 5.0 J3 30 0.5 5.0 I 13 30 0.5 5.0 H3 30 0.5 5.0 G3 30 0.5 5.0 I F3 30 0.5 5.0 F4 30 0.5 5.0 G4 30 0.5 5.0 I H4 30 0.5 5.0 14 30 0.5 5.0 J4 30 0.5 5.0 I K4 30 0.5 5.0 L4 30 0.5 5.0 M4 30 0.5 5.0 I .N4 30 0.5 5.0 MS 30 0.5 5.0 LS 30 0.5 5.0 I RS 30 0.5 5.0 JS 30 0.5 5.0 · 15 30 0.5 5.0 I HS 30 0.5 5.0 G5 30 0.5 5.0 F6 30 0.4 4.0 I G6 30 0.4 4.0 H6 30 0.5 5.0 16 30 0.5 5.0 I Page 11 of 19 I :. I MACON/DOCKERY EM SURVEY DATA I LOWER MACON OCT. 16, 1989 I GRID RANGE METER APPARENT I STATION SETTING READING CON DUCTIVITY0 CCM-,1ENTS JG 30 0.5 5.0 I KG 30 0.5 5.0 M7 30 0.5 5.0 L7 30 0.5 5.0 I K7 30 0.5 5.0 17 30 0.5 5.0 H7 30 0.4 4.0 I G7 30 0.4 4.0. M6 30 0.5 5.0 N6 30 0.5 5.0 I PG 30 0.5 5.0 R6 30 0.5 .5.0 S6 30 0.5 5.0 I T6 30 0.5 5.0 P7 30 0.6 6.0 07 30 0.4 4.0 I 05 30 0.5 5.0 P5 30 0.5 5.0 05 30 0.5 5.0 I R5 30 0.5 5.0 S5 30 0.5 5.0 T5 30 0.6 6.0 I U5 30 <0 0.0 NEARBY SURFACE MET AL U4 30 1.7 17.0 NEARBY SURFACE METAL T4 30 0.5 5.0 I S4 30 0.5 5.0 R4 30 0.5 5.0 Q4 30 0.5 5.0 I P4 30 0.4 4.0 04 30 0.5 5.0 N3 30 0.5 5.0 I 03 30 0.5 5.0 P3 30 0.5 5.0 03 30 0.5 5.0 I R3 30 0.5 5.0 S3 30 0.5 5.0 T3 30 0.5 5.0 I 52 30 0.5 5.0 R2 30 0.5 5.0 a 30 0.65 6.5 I Page 12 of 19 I I I I I I I I I I I I I I I I I I I I MACON/DOCKERY EM SURVEY DATA LOWER MACON OCT. 16, 1989 GRID RANGE METER APPARENT STATION SETTING READING CONDUCTIVITY" CCM,,IENTS p 30 0.5 5.0 0 30 0.5 5.0 N 30 0.5 5.0 M 30 0.5 5.0 L 30 0.4 4.0 K 30 0.4 4.0 J 30 0.4 4.0 I 30 0.4 4.0 H 30 0.4 4.0 G 30 0.4 4.0 F 30 0.4 4.0 E 30 0.4 4.0 D 30 0.4 4.0 C 30 0.4 4.0 B 30 0.4 4.0 A 30 0.4 4.0 E2 30 0.45 4.5 QNQC F2 30 0.45 4.5 ONQC G2 30 0.4 4.0 QNQC 12 30 0.4 4.0 ONOC J2 30 0.45 4.5 ONQC K2 30 0.5 5.0 QNQC L 30 0.4 4.0 ONOC K 30 0.4 4.0 ONQC J 30 0.4 4.0 ONQC • MEASUREMENTS REPRESENT THE INPHASE COMPONENT OF THE INDUCED MAGNETIC FIELD. Page 13 of 19 I MACON/DOCKERY EM SURVEY DAT A I UPPER DOCKERY II OCT. 17-18, 1989 I GRID RANGE METER APPARENT STATION SETTING READING CONDUCTIVITY• COA\1ENTS I A 30 2.9 29.0 NEAR GATE I B 30 0.35 3.5 BASELINE C 30 0.25 2.5 BASELINE D 30 0.15 1.5 BASELINE I A1 30 0.4 4.0 • A2 30 0.35 3.5 A3 30 0.3 3.0 I A4 30 <0 0.0 METAL CANS ON SURFACE A5 30 2.7 27.0 A6 30 0.3 3.0 I A7 30 0.1 1.0 B7 30 0.2 2.0 B5 30 0.35 3.5 I B4 30 2.5 25.0 SURFACE METAL B3 30 <0 0.0 B2 30 <0 0.0 SURFACE METAL I B1 30 0.4 4.0 B 30 0.35 3.5 C 30 0.15 1.5 I C1 30. 1.3 13.0 RED FLAG C2 30 0.6 6.0 C3 30 0.4 4.0 NEARBY SUFACE METAL I C4 30 >3.0 >30 SURFACE METAL D5 30 <0 0.0 SURFACE METAL D4 30 0.3 3.0 I D3 30 1.2 12.0 SURFACE METAL D2 30 1.4 14.0 SURFACE METAL D1 30 0.4 4.0 I D 30 0.2 2.0 INTERFERENCE FROM FENCE E 30 0.1 1.0 E1 30 0.2 2.0 I E2 30 0.2 2.0 E3 30 0.6 6.0 'E4 30 0.3 3.0 SCATTERED SURFACE METAL I F4 30 <0 0.0 FLAGGED F3 30 0.25 2.5 F2 30 0.25 2.5 F1 30 0.2 2.0 I F 30 0.15 1.5 G 30 0.2 2.0 INTERFERENCE FROM FENCE I Page 14 of 19 I I MACON/DOCKERY EM SURVEY DAT A I UPPER DOCKERY II OCT. 17-18, 1989 I GRID RANGE METER APPARENT I STATION SETTING READING CON DUCTIV\TY• G1 30 0.15 1.5 I G2 30 0.15 1.5 G3 30 0.15 1.5 G4 3·0 0.15 1.5 I H4 30 0.3 3.0 H3 30 -0.15 1.5 H2 30 0.1 1.0 I H1 30 0.15 1.5 H 30 0.1 1.0 I 30 0.15 1.5 I 11 30 0.5 5.0 12 30 0.1 1.0 13 30 0.1 1.0 I 14 30 0.1 1.0 J3 30 0.1 1.0 J2 30 0.1 1.0 I J1 30 0.3 3.0 J 30 0.15 1.5 K 30 0.1 1.0 I K1 30 0.1 1.0 K2 ,30 <0 0.0 FLAGGED K3 30 0.1 1.0 I L2 30 0.1 1.0 L1 30 0.1 1.0 M1 30 0.1 .1.0 I M2 30 0.1 1.0 N2 30 0.1 1.0 N1 30 0.1 1.0 ' I N 30 0.15 1.5 0 30 0.2 2.0 01 30 0.15 1.5 I 02 30 0.1 1.0 P2 30 0.l 1.0 P1 30 0.15 1.5 I p 30 0.15 1.5 a 30 0.1 1.0 01 30 0.15 1.5 I Q2 30 0.15 1.5 Q3 30 0.15 1.5 R3 30 0.15 1.5 I Page 15 of 19 · I I MACON/DOCKERY EM SURVEY DATA I UPP.ER DOCKERY II OCT. 17-18, 1989 I · GRID RANGE PvETER APPARENT I STATION SETTING READING CONDUCTIVITY' R2 30 0.1 1.0 I R1 30 0.15 1.5 R 30 0.2 2.0 R3 30 0.15 1.5 QNOC I Q2 30 0.1 1.0 QNQC P2 30 o: 1 1.0 QNQC 02 30 0.1 1.0 ONOC I N2 30 0.1 1.0 ONQC D 30 0.2 2.0 QNQC C 30 0.3 3.0 ONQC I B 30 0.3 3.0. QNQC A 30 2.0 20.0 NEXT TO GATE-QNQC B 30 0.5 5.0 QNQC I C 30 0.4 4.0 QNQC D 30 0.35 3.5 E 30 0.3 3.0 I F 30 0.25 2.5 G 30 0.25 2.5 H 30 0.25 2.5 I I 30 0.2 2.0 J 30 0.2 2.0 K 30 0.15 1.5 I N 30 0.15 1.5 0 30 0.3 3.0 p 30 0.25 2.5 I a 30 0.2 2.0 R 30 0.25 2.5 R1 30 0.2 2.0 I 01 30 0.25 2.5 P1 30 0.2 2.0 01 30 0.2 2.0 I N1 30 0.2 2.0 M1 30 0.15 1.5 L1 30 0.15 1.5 I K1 30 0.2 2.0 J1 30 0.6 6.0 NEAR SURFACE METAL 11 30 0.5 5.0 I H1 30 0.3 3.0 G1 30 0.2 2.0 F1 30 0.25 2.5 I Page 16 of 19 I I MACON/DOCKERY EM SURVEY DAT A I UPPER DOCKERY II OCT. 17-18, 1989 I GRID RANGE ~ APPARENT STATION SETTING READING CONDUCTIVITY• CCMv1ENTS I E1 30 0.3 3.0 I D1 30 0.4 4.0 NEAR SURFACE METAL C1 30 0.4 4.0 B1 30 1.0 10.0 NEAR SURFACE METAL I A1 30 0.5 5.0 A2 30 0.35 3.5 B2 30 >3.0 >30 I C2 30 0.8 8.0 · D2 30 0.3 3.0 E2 30 0.25 2.5 I F2 30 0.2 2.0 G2 30 0.2 2.0 H2 30 0.15 1.5 I 12 30 0.1 1.0 J2 30 0.1 1.0 K2 30 0.1 1.0 I L2 30 0.2 2.0 M2 30 0.1 1.0 N2 30 0.1 1.0 I 02 30 0.1 1.0 P2 30 0.1 1.0 02 30 0.15 1.5 I R2 30 0.15 1.5 R3 30 0.2 2.0 03 30 0.1 1.0 I. K3 30 0.1 1.0 J3 30 0.1 1.0 13 30 0.1 1.0 I H3 30 0.1 1.0 G3 30 0.15 1.5 F3 30 0.25 2.5 I E3 30 0.3 3.0 D3 30 1.85 18.5 NEAR SURFACE MET AL C3 30 0.25 2.5 NEAR SURFACE METAL I B3 30 <0 0.0 NEGATIVE ANOMALY A3 30 0.2 2.0 A4 30 <0 · 0.0 SURFACE METAL I B4 30 <0 0.0 SURFACE METAL C4 30 <0 0.0 SURFACE METAL D4 30 0.2 2.0 I Page 17 ot 19 I I I I I I I I I I I I I I I I I I I I GRID RANGE STATION SETTING E4 30 F4 30 G4 30 H4 30 14 30 D5 30 B5 30 AS 30 A6 30 A7 30 B7 30 B 30 C 30 D 30 E1 30 F1 30 G1 30 G2 30 F2 30 MACON/DOCKERY EM SURVEY DATA UPPER DOCKERY II OCT. 17-18, 1989 METER APPARENT READING CONDUCTIVITY• 1.3 13.0 >3.0 >30 0.15 1.5 0.3 3.0 0.1 1.0 0.8 8.0 0.3 3.0 >3.0 >30 0.2 2.0 0.1 1.0 0.2 2.0 0.3 3.0 0.25 2.5 0.2 2.0 0.2 2.0 0.1 1.0 0.1 1.0 0.15 1.5 0.15 1.5 SURFACE METAL SURFACE METAL SURFACE METAL BASELINE CHECK QNQC . QNQC QNQC QNQC QNQC • MEASUREMENTS REPRESENT THE INPHASE COMPONENT OF THE INDUCED MAGNETIC FIELD. Page 18 ol 19 I MACON/DOCKERY EM SURVEY DATA I LOWER DOCKERY OCT. 11, 1989 I GRID RANGE lvETER APPARENT STATION SETTING READING CONDUCTIVITY• CCM.1ENTS I A 30 1 .15 11 .5 VISIBLE SURFACE METAL B 30 0.7 7.0 POSSIBLE BURIED METAL I C 30 0.85 8.5 D 30 1.85 18.5 SURFACE METAL E 30 1.8 18.0 SURFACE METAL I F 30 0.35 3.5 G 30 <0 0.0 SURFACE MET AL A 30 1.00 10.0 I A1 30 0.85 8.5 A2 30 0.60 6.0 B2 30 0.40 4.0 I B1 . 30 0.55 5.5 B 30 0.65 6.5 C 30 0.70 7.0 I C1 30 0.40 4.0 C2 30 0.25 2.5 · 02 30 0.35 3.5 I 01 30 . 0.25 2.5 D 30 1.70 17.0 VISIBLE METAL E 30 1.80 18.0 VISIBLE METAL I E1 3 <0 0.0 E2 30 0.10 1.0 E2 30 0.10 1.0 I D2 30 0.35 3.5 C2 30 0.25 2.5 B2 30 0.35 3.5 I A2 30 0.60 6.0 A1 30 0.90 9.0 B1 30 0.60 6.0 I C1 30 0.40 4.0 D1 30 0.35 3.5 E1 30 1.50 15.0 I E 30 1.80 18.0 ONOCCHECK D 30 1.90 19.0 ONOCCHECK C 30 1.00 10.0 ONOCCHECK I C1 30 0.45 4.5 ONOCCHECK I • MEASUREMENTS REPRESENT THE INPHASE COMPONENT OF THE INDUCED MAGNETIC FIELD. I Page 19 of 19 I I I I I I I I I I. I I I I I I I I I I APPENDIX 8 TEST PIT REPORTS I I I I I I I I I I I I I I I I I I I 'IIISIRRINE :lll[llllENVIRONMENTAL TEST PIT REPORT &MllcoNSUL TANTS PROJECT: _____ !:11::::A::,:C::O::.:Ml:.:DO~C::.K:.,E::::R:,:Y:--:Rc:1:::· ::-PH=:AS::E,:::I =====:-- CLIENT: IIACOJlllDOCKERY SITE STEERING COMMITTEE CONTRAC~r=o~R=,---.....!!G~S~X'-'T~AN=K~M~AN""'A~G~E=M~E~NT-=-.~1N~C~.=-=====-- EOUIPMENT USED: __ !:_FM=C..!:U:!!N!!K~-~B~EL~T'--'(T'-'-"R.:,A,:C:,.•H,_,O,.,E,,.)_,L:::S:c:·34=00::..... ___ _ "'""' ,.,, -2.0- f...4.0- ... s.o_ '-8.0 - >-10.0- •12.0- 14.0- SAMPLE STRATA NOJ CHANCE = (FT} FIELD CLASSIFICATION SAND WJil1 GRAVEL !SP-SM) Soft, orange, dry, mostly angular sand, little coarse to very coarse subrounded quanz gravel, few_sitt. -ALLUVIAL BACKFILL· '-2.01-----------------'----l SAND {SP) Soft, gray to black, moist to wet, mostly sub rounded sand, few silt; oil and grease stained.soil, rubber hose, steel wire and metal shavings. -BACKFILL· 1--6.0--------------------l ~ Stiff, orange, dry to moist, mostly clay, trace to few fine sand; kaolin seams and iron stains, some oil stain. -UNDISTURBED CLAY-1--a.0--------=.:..::.;...==:..:::.::...c...::.c~ BOTTOM OF EXPLORATION TYPICAL excavate trench through former lagoon and oollect soil sample from lower horizon of trench. Trench backfilled with excavated soils. TEST PIT NO. TR-1 JOB NO: G-9168 LOCATION: UPPER MACON ELEVATION:::~2~5~2ltt~=== DATE START: 10-16-89 DATE FINISH: 10-16-89 LOGGED BY: JORQAN !z w 15 <[ a: (!J z ;:: g REMARKS ASTM COMPONENT¾ MOSTI.Y SOME LITTl.E FEW TRACE 50-100¾ 30-45 o/. 15-25% 5-10 % c5% GROUND WATER PIT DIMENSIONS (FT) DATE TIME• OEPntFT. . 50 X 4 X 10 • 2,000 CU. FT. (L) (W) (0) BOULDERS 12 INCH TO 18 INCH DIAM: NO. . = VOL. . CU.FT. OVER 18 tNCH DIAM: NO. . = VOL. . CU.FT. NOT ENCOll\lll;RED I X • HRS. AFTER !TEST PIT NO. TR-1 C"""'-E11004 I I I I I I I. I. I I I I I I I. I ,., .•>.·.•.-:. =-~~v~~~L~~NJ~~ TEST PIT REPORT TEST PIT NO. TR-2 PROJECT: MACOWDOCKERY RI· PHASE I JOB NO: G-9168 CLIENT: MACOWDOCKERY SITE STEERING COMMITTEE LOCATION: UPPER MACON CONTRACTOR: ELEVATION: 251 ft GSX TANK MANAGEMENT, INC. DATE START: 10-16-89 EQUIPMENT USED: FMC LINK-BELT (!RAC-HOE! LS-3400 DA TE FINISH: 1!!::16-89 LOGGED BY: 1ICBCA~ SAIIPI.E STRATA DEPTH NOJ FIELD CLASSIFICATION (FT) DEPTM CHANCE REMARKS RANCE (FT) SAtll1, ~LAYEY WII!l !JBAYEL !S~l ..J ~ w U'iL ► Soft to medium stiff, orange, dry to moist, mostly medium > UJ ~--"' ,=r~ :3 to coarse angular sand, little clay, few to trace coarse CJ) a: subrounded quartz gravel; local alluvium scraped for "' " -'fl U lagoon cover. ---2.0- ....... ~ -ALLUVIAL BACKFILL· :( ., -3.75 -~}' Lt') ' -4.0-SAtll1 ~LAYEY WIIl:l !JBAYEL !S~l ::;~~:31\ Similar to above, except stained with oil and grease in .. £<-I\ 3" to 6" layers, some kiln dust absorbant found, wood !z r 1-3 limber found. ·oo_ I~ w ~;~ -BACKFILL-c -6.0-< I 1@g ~ a: " • . t:::=1. I.&': z --..•. I~ :;= 0 ...I -•-~ Q ...I • u: ~ -~ .. 'VV :.: J~ '"8.0-µ_o !JBAY!iL Ha El (.) < j Hard, coarse gravel to fine cobbles, subrounded; oil stain a:i r-9.0 ~LAY!CLl }::@isl\ Stiff, orange, moist, mostly clay, trace fine sand; mirier 1--1 0.0 oil stain. -UNDISTURBED CLAY• ' 10.0 , BOTTOM OF EXPLORATION -' Ill= 3': < =II z Ill= =II 12.0· ~~--1 ASTM COMPONENT% 14.0 MOSTLY 50.100•4 SOME 30-45% IYEICAL excavale lrench through former lagoon and LITTLE 15 -25 % collect soil sample from lower horizon of trench. FEW 5 -10 % Trench bacl<filled wilh excavaled soils. TRACE c5% GROUND WATER PIT DIMENSIONS (FT] DATE 1111E • OEPffl FT. 60 X 4 X 10 • 2,400 CU.FT. (L) (W) (0) BOULDERS 12 INCH TO 18 INCH DIAM: NO. . • VOL. . CU.FT. OVER 18 INCH DIAM: NO. . = VOL. . CU.FT. ' HRS. AFTER NOT EHCO .... TEAED I X COMPI.EllOH ITEST PIT NO. TR-2 I I I I I I I I I I I I I I I I I I I PROJECT: -----=M:.::A:::C:.::0::.:K':..:DO=C:..:K::.:E:.:.R.:..:Y...;R::.:I_·.:..P.:..:H.:..:A:::S;::E.:..I ____ =_ CLIENT: MACOWDOCKERY SITE STEERING COMMITTEE CONTRA=c=To=R-,---~G~S~X~T~AN,"-><K~M>!!>.AN>a!!.AG"-"'-EM'"=ENTc=',~IN~C~.====="-- EQUIPMENT USED: --~FM~C=L!!:IN~K~-B~E~L~T~(T.!.!!R~AC~·::.H:.::O:::E:L) _,L:::,S:.:,·34=00~---- DEPlM . (FT) ~2.0- k.o- L.6.0- '-8.0 - '-10.0· 12.0- •14.0- SAMPlE STIUTA 0:~ CMAHCE RANGE (FT) FIELD CLASSIFICATION SAND CLAYEY WJil1 GRAVEL /SC) Soft to stiff. orange, dry, mostly medium sand, little clay, local soils scraped for lagoon cover. -AUUVIAL BACKFIU-~2.0------------------l SAND 1sp1 Soft, blue to gray to black, moist to wet, mostly subrounded medium sand, few silt; oil and grease · stained soil, rubber hoses, pipe, empty shotgun shells (>1000). kiln dust abscrbant (lumped). -BACKFILL- f--8.0----------------i GRAVEL !GP) Hard, coarse gravel to fine cobbles, sub rounded; oil stain. H.o cuy1cu -10.0 Stiff, orange, moist, mostly clay, trace fine sand, -•---·" -UNDISTURBED CLAY• BOTTOM OF EXPLORATION TYPICAL excavate trench through former lagoon and collect scil sample lrom lower horizon of trench. Trench backfilled with excavated soils. JOB NO: G-9168 LOCATION: UPPER MACON ELEVATION: 242 tt OATI; START: 10-16-89 OATI; FINISH: 10-16-89 LOGGED BY: JORQAN !z w i5 <t cc Cl z ;: 0 0 REMARKS Ill= =11· Ill= =II f--:=--1 ASTM COMPONENT % MOSTLY SOME LITTLE FEW mACE 50-100% 30-45% 15-25% 5-10 % <5% GROUND WA TI;R PIT DIMENSIONS (FT) DATE TIME• DEPTM FT. 30 X 4 X 10 • 1,200 CU. FT. (L) (W) (0) BOULDERS 12 INCH TO 18 INCH DIAM: NO. . a VOL. . CU.FT. OVER 18 INCH DIAM: NO. . a VOL. . CU.FT. NOT ENCot.14TERED I X • HRS. AFTER COMPt.ETlON ITEST PIT NO. TR-3 0 "' I I I I I I I I I I I I I I I I I I I . '''IISIRRINE ti~•ENVIRONMENTAL TEST PIT REPORT tmill■coNSUL TANTS TEST PIT NO. TR-4 PROJECT: _____ ;::11.:..;A;.:;C..;;;O.:..;Nl;.;D;..;O;..;C;.;.K;.;;EccR;.;.Y-'R.;.;I_·.;.Pc.cHc.cA.;.SE-'-I _____ _ CLIENT: -----....!!ll!!Al!:C<!,O,,:Nl,cOO=Ce:,K~E:,R:,,;Yc..SselT"-".E.eSc,.T,,_EE"'R"'l,_,N.,.G:..,C,_,O,,,M,,,M,,,ITTC!.!.E"'E"--- CONTRACTOR: GSX TANK MANAGEMENT. INC. EQUIPMENT USE-D-,---'F""11"'c"-'-'Ll:,:N.::K,--B:::E.:;:L:.:T.:;:(T.::R.::A:::C::a·:,.:,H.:.O'-'E'-') "'L'-S--34-00 ____ _ """"' (FT) L..,_2.0- LQ.O - L-10.0- 12.0· 14.0- SAMPI.E STRATA NOJ CHANCE DEPTH RANGE (FTl FIELD CLASSIFICATION SAND, CLAYEY WITH GRAVEL (SC) Soft to stiff, orange, moist, mostly sand, linle clay. few medium gravel; local alluvium oover. -1.0-------------------~ SAND (SP) Soft, gray to brown to black, moist to wet, mostly medium sand; oil and grease stained soil, wood timber found, perched water at lower horizon of lagoon at contact with native stitt clay below. ·BACKFILL- '--1.0--------------------< CLAY /CL) Stiff, orange, moist, mostly clay; moderate oil stain. 1 --UNDISTURBED CLAY-t--<1.0'---------===:.=..:.==-c=.cc....--' BOTTOM OF EXPLORATION TYPICAL excavate trench through former lagoon and collect soil sample from lower horizon of trench. Trench backfillec with excavatec soils. JOB NO: G-9168 LOCATION: UPPER MACON ELEVATION: 2'.16 fl DATE START: 10-17-89 DATE FINISH: 10-17-89 LOGGED BY: ,JORDAN !z w i5 "' a: '-' z 3: 0 Q • REMARKS -·~~ .J I: i5 i C/) I: Q w ' z I < Iii .J i5 -i 8)§?/ ............... io -a: w ,_ "' 3: Q w J: (.) a: w C. Ill= =II Ill= =II f.-~--l ASTM COMPONENT.% MOSTLY SOME LITTLE FEW TRACE 50-100% 30 • 45 % 15-25% 5-10 % c5% GROUND WATER PIT DIMENSIONS (f:T) TIME' NOT ENCOl•tTEAED I X DEPTH FT. •HRS.AFTER COMPI.El'lON 25 X 4 X 10 • 800 _.;_;_ __ CU.FT. (L) (W) (D) BOULDERS 12INCHT01BINCHDIAM: NO. __ • __ • VOL. __ • __ CU.FT. OVER 18 INCH DIAM: NO. • • VOL. • CU. FT. !TEST PIT NO. TR-4 in "' I I I I I I I I I I I I I I I I I I I TEST PIT REPORT TEST PIT NO. TR-5 PROJECT: -----=N:.:A:::C:::O:::N.l:.:DO=C::K.::E:.:.R.:.:Y~R:::I~•.:..P.:.:H~A:::S=.E.:..I _____ _ CLIENT: _____ ......!N!!lA~C<!O:!!N.l:!!..!!DO,._,.C,,_K,.ER,,_Y.!....::<S'-'IT-"E..:S!.!T_,,E_,,E,.,_Rl"-'N"'G:..:C:<:O"'M:::.M""-'ITT-'-'=-E,,_E_ CONTRACTOR: ___ ..;G::,.S,eX:,,.:_T::,ANc,;K:,.::M:.::AN=A,.,.G:.:aE:::.M:.:aE"-'NT"-'-'. I..,N-"C'-. _____ _ EQUIPN ENT USED: --~FM:::.C::.::L:::.IN,,_K,;.·B=.E,:;L::;T..J(T.:..:..:R:;,A:::cC·..:.H:..:O:..:E:L) ..:L:::Sc..:·34=00=-------- DEPn< (FT) -2.0- -4.0- ..6.0- Le.a- ~10.0- L12.0• 14.0- IWIPlE NOJ BTRATA DEPTI4 CHAHCE RANCE (FT) FIELD CLASSIFICATION SAND CLAYEY WITH GRAVEL 1sc1 Soft to stiff, orange, moist, mostly medium to coarse subangular sand, linle clay, trace coarse gravel, local alluvium scraped for lagoon cover. -2.0---------------------l SAND 1sp1 Sott, blue to gray to black, moist, mostly sand, few silt; oil stained soil, distinct contact of lower horizon of lagoon with native soil. ·BACKFILL· --4.0-----------------1 SAND CLAYEY WITH GRAVEL/SC) Firm to stiff, orange, moist, mostly medium sand, few medium gravel; clay seams, oil staining. -NATIVE SANDS-h.o------------~----' BOTTOM OF EXPLORATION CLAY fCL) Found at 6 tt. depth, trench depth not advanced into undisturbed clay. TYPICAL excavate trench through former lagoon and collect soil sample from lower horizon of trench. Trench backfilled with excavated soils. JOB NO: G-9168 LOCATION: Up PER MACON ELEVATION: 2'.!6 it DATE START: 10-17-89 DATE FINISH: 10-17-89 LOGGED BY: JORQAN !z w i5 "' a: C, z ;: 0 Q REMARKS :::::· I Ii :}. Iii ► ..J w ... "' a: '1181 \ :s ~ Ill= =II Ill= =II ~:,,--j ASTM COMPONENT% MOSTLY SOME LITTLE FEW TRACE 50-100% 30-45% 15-25 % 5-10 % C 5% GROUND WATER PIT DIMENSIONS (FT) DATE TIii£' DEPTH FT. 25 X 4 X 10 • 600 CU.FT. (L) (W) (0) BOULDERS 12 (NCH TO 18 INCH DIAM: NO. . II VOL. . CU.FT. OVER 18 INCH DIAM: NO. . :i VOL. . CU. FT. NOT ENCO .... TEAEO I X • HRS. AFTER ITEST PIT NO. TR-5 COUPI.EllOOI ~ I I I I I I I I I I I I I I I I I I I IISIRRINE /<:ii\J \( 1~,=~~V~~iNL~~NJ¢~ TEST PIT REPORT TEST PIT NO. TR~ PROJECT: MACON/DOCKERY RI· PHASE I JOB NO: G-9168 CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE LOCATION: UPPER MACON ELEVATION: 2:S H CONTRACTOR: GSX TANK MANAGEMENT, INC. .DATE START: 10-17-89 EQUIPMENT USED: FMC LINK-BELT !!RAC-HOE} LS-3400 DA TE FINISH: 10-17-89 LOGGED BY: JCBCA~ ........ STRATA DEPT!< NOJ FIELD CLASSIFICATION REMARKS (FT) 0EP1H CHAHCE ....,. (FT) :iAf:ltl, !.LAYE'.!'. WIII! !aBAllEL 1:i!.l Soft to stiff. orange. moist. mostly sand, few clay; ~ local alluvium scraped tor lagoon cover. ~ '--1.0 w L-2.0 -.... -- :iAf:ltl l:iel ::::::, Soft, gray to brown to black, moist to wet, mostly .. _ ... "1-medium sand; oil and grease stained soil, perched "' "' water found at lower horizon of lagoon at contact ' 11 ljj -4.0-with stiff underlying clays. ► :3 0 ·BACKFILL· ~ :{ ' u.. u.. w ~ c ;\-(/) Ls.a-~.o < i·. _, ~rr 0 a: .. ::,-ffi M !.LAY l!.Ll Cl ~ z Stiff, orange, moist, mostly clay; some oil stain. ~ 0 0 :::. . C z ·:. ;,. -UNDISTURBED CLAY• < = a: . I--w LS.O-1--a.o ,~ (/) -!:i ..J = BOTTOM OF EXPLORATION --~ u.. o= '\~ ~ 0 w :(: : ::c 0 == {/::• a: w 0 10.0-w . a. , 0 -< ·'• a: ♦f: a: w I-a. 0 w ~ 12.0-~~ . ASTM COMPONElfl' •4 C14,Q• MOSTLY 50-100% SOME 30-45% IYelGAL excavate trench lhrough lormer lagoon and UTTLE 1s-2s•1. collect soil sample from lower horizon of trench. FEW 5-10 % Trench backfilled with excavated soils. TRACE c5% GROUND WATER . PrT DIMENSIONS (FT) CATE TIME' OEP'Tlt FT. 30 X 4 X 8 • 960 CU.FT.· (L) (W) (0) BOULDERS 12 INCH TO 18 INCH DtAM: NO. . ■ VOL. . CU.FT. OVER 18 INCH DIAM: NO. . s VOL. . CU.FT. NOT ENCO ..... TEREDl • HRS. AFTEFI X COMPI.E110N ITEST PrT NO. TR~ I I I I I I I I I I I I I I I I I I I ■SIRRINE :(t.:1t\I■ TEST PIT REPORT /:~. ENVIRONMENTAL TEST PIT NO. TR-7 ':,:•c::,•:~,;;1 CONSUL TAN TS PROJECT: MACON/DOCKERY RI • PHASE I JOB NO: G-9168 LOCATION: UPPER MACON CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE ELEVATION: 2!5 H CONTRACTOR: GSX TANK MANAGEMENT, INC. DATE START: 10-18-89 EQUIPMENT USED: FMC LINK-BELT (TRAC-HO_El LS-3400 DATE FINISH: 10-18-89 LOGGED BY: JCBCA~ ........ ITIIATA DEPTM NOJ FIELD CLASSIFICATION (FT) DEPTM CHAHOE REMARKS RAH<:£ (FT) SAtll2, CLAYEY !SCl Sott. moist. mostly sand, linle clay. I><) ... ► l----;i_5 -BACKFILL-w ~:3 Cl) r<: <J) u '-2.0 -.-.-( --·. ~ SAtll2 !Sel ..... Sott to firm. gray to blad<, moist, mostly sand; oily .. _ ... I /, soil mixed with solid waste (50/50): Tires, hoses, .... _ ,<- pipe, wire, lumber, oil stain. .-' ' !. ·-..:. '° ~-0--BACKFILL-I '---5.0 !z ~f I CLAY ICLl w i5 I Ls.o-Firm, orange, moist. mostly clay; moderate stain. q 0 a: ' ®< M -UNDISTURBED CLAY-(!J z I ;: I-(/) '---1.0 0 I :::! BOTTOM OF EXPLORATION C o I '-8.0 -l~: ;: :·•. CD z ://· WI •10.0-C 2 ' -' '< , '> , ;..-- 12.0- ASTM COMPONENT •4 L14.0-MOSTLY 50-100% SOME 30-45% IYelCAL excavate trench through former lagoon and LITTLE 15 • 25 % colleel soil sample from lower horizon of trench. FEW 5-10 % Trench backfilled with excavated soils. TRACE <5% GROUND WATER PIT DIMENSIONS (FT) OAT'£ TIME• OEPTW FT, 30 X 4 X 7 • 840 CU.FT. (L) (W) (D) BOULDERS 12 INCH TO 18 INCH DIAM: NO, . • VOL. . CU.FT. OVER 18 INCH DIAM: NO. . zz VOL. . CU. FT. NOT EHCOi..iTEREDl • HRS. AFTER X COMPl.£l10N ITEST PfT NO. TR-7 I I I I I I I I I I I I I I I I I I I ,.:.if/ • J1UIII ENVIRONMENTAL :;~■CONSULTANTS TEST PIT REPORT TEST PIT NO. TR-8 PROJECT: MACON/DOCKERY RI • PHASE I JOB NO: G-916B LOCATION: UPPER MACON CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE ELEVATION: 2~5 Ii CONTRACTOR: GSX TANK MANAGEMENT INC. DATE START: 10-18-89 EQUIPMENT USED: FMC LINK-BELT [!RAC-HOEl LS-3400 DATE FINISH: 10-18-89 LOGGED BY: JCBCA~ ........ STRATA DEPTH NOJ FIELD CLASSIFICATION (FT) DfPTN CHAHCf REMARKS RANG£ (FT) liAtll2 WCill !aBAlr'.EL ,se-SMl 0 Soft, orange, dry to moist, mostly angular sand, little <:: w a::-::c w (0 medium gravel, few clay; local cover. UJ k o.,_- Cl) a: ,c( _, -1.0 w ,!: "' 0.. ::. .. I > --... 2.0-:(. liAt112 {liEl • 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, (' ~ 1-4.0-perched water. .. _ ... i!!rr r\ TTTT 1-4.0 !z ill= w -ll ~LAY {~Ll lS ~ii W;.0-Stiff, orange, moist, mostly mottled clay; blue and <I 0 gray stain, underliner stained. IC > M Cl Id -UNDISTURBED CLAY-z VJ ,!: ii: 1-6.0 0 I ... BOTTOM OF EXPLORATION 0 m I~ w 0 \ VJ 1-B.0-111= .. n~ •', ... r -F,i 11 s: :·-: .11- z {\:: rji!l 10.0-...!TT . 'v - , ;, ')' "' -"'--12.0- ASTM COMPONENT 'lo -14.0-MOSTLY 50-100% SOME 30 • 45 'lo TYPICAL excavate trench through former lagoon and LITTLE 15-25 'lo collect soil sample from lower horizon of trench. FEW 5 • 10 % Trench backfilled with excavated soils. mACE c5% GROUND WATER PIT DIMENSIONS (FT) DAT£ TIME• DEPnt FT. 30 X 4 X 6 • 720 CU. FT. (L) (W} (0) BOULDERS 12 INCH TO 18 INCH DIAM: NO. . : VOL. . CU.FT. OVER 18 INCH DIAM: NO. . • VOL. . CU.FT. NOT ENCOl,l,ITER£D I X • HR& AFTER ITEST PIT NO. TR-8 COMPt.~ I I I I I I I I I I I I I I I I I I I :::·::•.:(/ fl1l~iv~~iNL~~NJ~~ TEST PIT REPORT TEST PIT NO. TR-9 PROJECT: MACOWDOCKERY RI • PHASE I JOB NO: G-9168 LOCATION: UPPER MACON CLIENT: MACOWDOCKERY SITE STEERING COMMITTEE ELEVATION: 2s5 fi CONTRACTOR: 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: JCBCA~ ........ STRATA DEPTH NOJ FIELD CLASSIFICATION REMARKS (FT) DEPTM C~E RANGE (FT) SAf:112 (S!.l "' Soft, orange, moist, mostly medium sand, few clay, -Cl) few gravel; local soil.· • • ,-.1.0 ·BACKFILL· (/) <; -2.0-SAt:112 (Sel :::-. I , -- Soft, gray to blad<, moist to wet, mostly sand, linle X ,\ 1!_!=) day, few medium gravel; oil stained backfill soil -11( mixed with solid waste (50150); tires, hoses, steel J I t!!rf' pipe, wire, lumber, drum, crushed tank, automobile I u= l-4.0-parts. :::i I 1-ll gil -BACKFILL· J !z \ 11'> a: w \ I I~ 0 <( in ,-6.0-a: I rn 1, i M Cl ii: z ID ,: I ·W 0 Q I I ffi Q I I a. -e.o-\ I ~TT .. ~9.0 it / II= -11 Cll\Y rcu '-' fjj; Stiff, orange, mostly mottled clay; oil stained. z I ff.!! .. 10.0--UNDISTURBED CLAY• -~ i--10.0 BOTTOM OF EXPLORATION "" -, < , ~, ~-------►12.0- ASTM COMPONENT .,_. •14.0-MOSTLY 50-100'4 SOME 30-45'4 IYelCAL excavate trench through lormer lagoon and LITTLE 15-25'4 collect soil sample from lower horizon of trench. FEW 5•10'4 Trench backfilled with excavated soils. TRACE c5'4 GROUND WATER PIT DIMENSIONS (FT) DATE TIME• DEPTH FT. 35 X 4 X 10 • 1,400 CU .. FT. (L) (W) (0) BOULDERS 12 INCH TO 18 INCH otAM: NO. . • VOL. . CU.FT. OVER 18 INCH DIAM: NO. . a VOL. . CU.FT. NOT ENCO'-"ITERED I ' HRS. AFTER X COMPl.ETlON ITEST PIT NO. .TR-9 I I I I I I I I I I I I I I I I I I I ···-:-.. :-:·.-:-,,: :.::::.::~/% Jfl!IIENVIRONMENTAL TEST PIT REPORT. TEST PIT NO. TR-10 l%1■coNSUL TANTS ,,, .. •,:•.-,>,;v;« PROJECT: MACON/DOCKERY RI • PHASE I JOB NO: G-9168 LOCATION: LOWER MACON CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE ELEVATION: JAA !i CONTRACTOR: GSX TANK MANAGEMENT, INC. DATE START: 10-20-89 EQUIPMENT USED: FMC LINK-BELT (!RAC-HOEl LS-3400 DATE FINISH: 10-20-89 LOGGED BY: JCBCAt:4 ........ STRATA OEPT>t NOJ FIELD CLASSIFICATION REMARKS (FT) OEPT>t CHANGE RANGE (FT) SAtll2, CLAYEY l011Ill !:iBA~EL ,se-sci Soft to stiff, orange, moist, mostly medium sand, little ~ . 1.F clay, few medium gravel; local soil scraped 1or cover. ~ K' ;~ -BACKFILL-'/ '--2.0 > ;.__ L_2.0 --<t ~ t; d /. SAtll2 rnei w. \ lt~ :%: Soft to loose, gray to black, moist to wet, mostly en en F· w 0 en medium sand, trace medium gravel; soil saturated en / F -4.0-with creosote oil, perched fluids run from trench z en w /11 ~ walls. a single crushed drum found. trace of kilm .... Q dust absorbent found. 5 .... -BACKFILL-a: .... II~ w ... f--en I ..,. ~ -6.0-<t:) ;:: 0 I :) I .... co 0 w en :%: -V w o> b a: Q wz en ll. . 0 LQ.O-........: -w 1i= "'-~ #ill w ti~~ Cl) L1Q.Q--' • < , .,, ;,. ----12.0-CLAYfCLl Stiff, orange to blue green, mostly clay, observed at lowest lagoon horizon. ASTM COMPONENT ¾ -UNDISTURBED CLAY- L14.0-._,4.0 BOTTOM OF EXPLORATION MOSTLY 50-100-t. SOME 30 -45 % LITTLE 15 • 25 % TYPICAL excavate trench through former lagoon and FEW 5 -10 % collect soil sample from lower horizon of trench. IBACE <5¾ Trench backfilled with excavated soils. GROUND WATER PIT DIMENSIONS (FT) DATE TIME' OEPTM FT, 35 X 4 X 10 • 1,400 CU. FT. (L) (W) (0) BOULDERS 12 INCH TO 18 INCH DIAM: NO. . ::s VOL. . CU.FT. OVER 18 INCH DIAM: NO. . • VOL. . CU.FT. NOT ENCOUNTEREDl ' HRS. AFTER X COMPI.ETIOH ITESTPIT NO. TR-10 I I I I I I I I I I I I I I I I I I I ■SIRRINE ... ;\it I Eiil!IENVIRONMENTAL TEST PIT REPORT TEST PIT NO. TR-11 \ filllllcoNsuL TANTS PROJECT: MACON/DOCKERY RI • PHASE I JOB NO: G-9168 LOCATION: LOWER MACON CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE ELEVATION: 3 Z5 li CONTRACTOR: GSX TANK MANAGEMENT, INC. DATE START: 10-19-89 EQUIPMENT USED: FMC LINK-BELT (IRAC-HOEl LS-3400 DATE FINISH: 10-19-89 LOGGED BV: JCBCAtll ........ STIU.TA DEPTH NOJ AELD CLASSIFICATION REMARKS (FT) DEPTH CHANGE RAHCE (FT) SAtll!, CLAYEY ,se-sci Soft 10 firm. orange. moist. mostly sand. little clay. ~-<J -1.0 -BACKFILL· w 1~: (/) SAfil! W]TH SILT ,se-SMl ,...:,--1-2.0 -Firm, orange to gray to black, moist, mostly medium ~ I :!:!ll sand, little clay, few gravel; oil stained soil mottled -;, 1 llTI with clay seams, creosote odor. ...- I ► -BACKFILL- ----- :3 H.0--4.0 I u \ ... CLAY (CLl I ... Firm to stiff, orange, moist, mostly clay, trace· fine \ I ;: (/] cobbles; bluish-green stain in clay. I l I a: I 0 '-6.0-0 M -UNDISTURBED CLAY• " ) 0 I '-7.0 w I ... I BOTTOM OF EXPLORATION 0 ( I (/] w I a: 1-a.0 -\ u I i: I z c( 3: I ... (/] z .. '-10.0--. ' . - /: >< ;...--- 12.0- ASTM COMPONENT % ~14.0-MOSTLY 50-100 % SOME 30-45% llTTLE 15-25% IYelCAL excavate trench through former lagoon and FEW 5 -10 % collect soil sample from lower horizon of trench. mACE < 5% Trench back1illed with excavated soils. GROUNDWATER PIT DIMENSIONS (FT) DATE TIME' DEPTli FT. 30 X 4 X 7 • 840 CU.FT. (L) (W) (D) ' BOULDERS 12 INCH TO 18 INCH DIAM: NO. . • VOL. -CU.FT. OVER 18 INCH DIAM: NO. -:::11 VOL. -CU.FT. NOT ENCOIMTERED I X • HAS. AFTER !TEST PIT NO. TR-11 C°""'-EllOf< I I I I I I I I I I I I I I I I I I ,I . tl■SIRRINIE :,::::::::::: :~\-. II;~■ENVIRONMENTAL TEST PIT REPORT TEST PIT NO. TR-12 6i~■CONSUL TANTS MACOWOOCKERY RI • PHASE I JOB NO: G-9168 PROJECT: LOCATION: l,Q~ OQ!.ISERY CLIENT: MACOWOOCKERY SITE STEERING COMMITTEE ELEVATION: ft CONTRACTOR: GSX TANK MANAGEMENT, INC. DATE START: 10-19-89 EQUIPMENT USED: FMC LINK-BELT (!RAC-HOEl LS-3400 DATE FINISH: 1&19-89 LOGGED BY: JCBDAI\I -· IITRATA DEPn< NOJ RELD CLASSIRCAT10N REMARKS (FT) DEPTI< CHANGE RANGE (FT) liAl\111, CLA:tli:t !liP-SCl Soft. brown to orange, dry to moist, mostly medium ~, ' sand, some silt, trace gravel. -BACKRLL· ~: -1.0 Vl ' -2.0- i. .!Jf1 -io llTT SAl\111 WITH lilLI !SP·SMl Soft to firm, orange. moist, mostly medium sand, ,. lj little silt, few gravel; moderate to minor oil stained t, -1.0-soil, black layer 2" thick at lowest horizon of lagoon. u •BACKFILL• '\ If: C, I;; z I l.6.0-1--6.o ! I ~ I ~ UI .J CLA:t !CLl 0 l Stiff, orange, moist, mostly clay, minor leachate I w stain. ~ I •UNDISTURBED CLAY· ) IC ~-0 w '-8.0 -Q BOTTOM OF EXPLORATION 0 I 2 I 3: \... I ' '-10.0· -~ . ( ill~ 12.0- ASTII 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. Trench backfilled with excavated soils. ,TRACE c5% GROUND WATER PIT DIMENSIONS (FT) DATt ,.... tEPTHn. 25 • 4 • 8 ■ 800 CU.FT • (L) (W) (D) BOULDERS 12 INCH TO 18 IHCH DIAII: NO. . ■ VOL. . CU.FT. OVER 18 INCH DIAM: NO. . ■ VOL. . CU.FT. NOT ENCot.llTEIED 7 • HAS.AFTEJI X COIIIUTl0N !TEST PIT NO. TR-12 I I I I I I I I I APPENDIX C I TEST BORING REPORTS I -I I I I I I I ~-·<7 I t I I I I I I I I I I I I I D I I I IISIRRINE Ill■ ENVIRONMENT AL TEST BORING REPORT BORING NO. MW•2A CONSULTANTS PROJECT: IIACON/DOCKERYRI.PHASEI CLIENT: lilACON/DOCKERY SITE STEERING COMMITTEE JOB NO: G-9168 CONTRACTOR: GROUNDWATER PROTECTION1 INC. PAGE NO: 1 oi4 EQUIPMENT USED: DIEDRICH D120 LOCATION: il~\!;rMacon OAOUND WA.TIii DePTHTO: (II.) CAIIINQ SAlll'UR COM ELEVATION: in:= !iii M!!~ -·---· DATE START: 7•2&-90 "'"" WATER IOTTOM IOTTOM ,., ... H8A a ,..,.. DATE FINISH: T·f·90 ~ OF CASINO OFHOI.£ DRILLER: t. •a&or SIZE 10 4.25 In. 1 3/8 In. /"-PREPARED BY: D. Anderson HAUUEJI WT .............. 140 lbs. "/ HAMMER FALL ./ ....... 30 In. /-..... DEPTH CASll«I .......... BAIIPU SAIIJU IN Ill.Oft Ill.Oft NUIIBER DEPTH FIELD CLASSIFICATION AND REMARKS FUT PEA PSI RANGE RlOT I INCHES No split spoons taken before 5.0 feet. Cuttings are silty fine sands (SM) -5.0 ~ 5.0 :IILD'. :iAt:ltl !:!Ml 7 S1 -Medium dense, brown, slightly moist, mostly fine sand, some 8 silt, sand Is subangular quartz. Trace clay from 6.0 -7.0 ft. 7 7.0 -MIDDENDORF FORMATION• -10.0 3 10.0 lllLD'. :iAt:ltl !:!Ml 9 S2 Medium dense, red brown, slightly moist, mostly fine-medium sand, 10 -some silt, trace clay. 16 12.0 -MIDDENDORF FORMATION• aJLD SAttD (SM\ . -15.0 Medium dense, red-brown, moist, mostly fine to medium sand, 8 15.0 11 n }«::' sin, trace clay. 11 •lilDDENDORF FORMATION-S3 -9 lilLD'. !.L.Al'. !!.Ll 1~ 17.0 Very stlff, red brown, white, moist, mostly clay, some silt, trace fine sand, moderately plastic. -GRANITE RESIDUUU. -20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT, GROUND wATER ABBREV. •·• .....,LOOU •·• VER'IIDfT I IPUTUOCII 110111\.Y ■·1GIM WD • WIii.i DflLLNI .... LOOM •·• 90FT T -..,.. ., __ ,_ • NOT ENCOUNTUED 11-• 11ED111111-•·• MEDIUM l"llfF u UIDl1UABED PISTON UTTUl 1, .... UA • NOTREAD 11-ID -I• 11 STIFP Q CIIIMIAIIIU m, •·-... --11-ID VER'IIITW X OTIEII nw:a -BORING NO. MW•2A ... HARD ..,..,_ I I I I I I I I I I I I I .. I I I I I IENVIRONMENTAL TEST BORING REPORT BORING NO. MW•2A CONSULTANTS PAGE 2 OF 4 DEPTH CAIINCI .......... ..._. ...WU IN ILOW8 ...,,.. _,, DEPTH RELD CLASSIFICATION AND REMARKS FUT .... .... AANCII FOOr ·--20.0 2 20.0 a!LD'. CL.A:t: (CLl 5 S4 . Medium stiff, red brown, slightly moist, mostly clay, some silt, 6 1rb'~ plastic. -GRANITE RESIDUUM- "' 22.0 SAtlll:t: SILI IMLl Very stiff, brown, tan, white, slightly moist, mostly silt, some tine ~ to medium sandS. ~.0£.Mt_ -GRANITE RESIDUUM-- -- - - - - -----·-5 25.0 SILD'. CL.A:t: fCLl 11 >-25.0 12 S5 . Very stiff, red-brown, moist, mostly clay, •Some silt, 16 ~70 moderately plastic. -GRANITE RESIDUUM- 5 30.0 SILD'. CL.A:t: (CLl -30.0 " S8 Very stiff, red brown, moist to wet, mostly clay, some silt, moderately 12 . plastic. Sample contained 1 inch diameter of brown silty tine sand. 1, .. " -GRANITE RESIDUUM- a!LD'. CL.A:t: (CLl ~ 35.0 Very stiff, red brown, wet, mostly clay, some sin, trace tine sand, -35.0 7 S7 moderately plaslic. Sample contained 1/2 to 1 Inch diameter veins of . 10 brown silty tine sand. 12 37.0 -GRANITE RESIDUUM- 37.5 Feet -- - - - --- - - - - - - - - - - 5 40.0 CL.A:t:E:t: SILI IMLl -40.0 9 S8 Very stiff, red brown, wet, mostly silt, some clay, low to moderately 17 . plastic, sample contained 1/2 to 1 Inch diameter veins of brown silty l 42.0 tine sand. -GRANITE RESIDUUM- -45.0 BLO .. ::wr1. DEN 11,-B .OWS/FT, CONSISTENCY SAMP1 • ID. .,. GROUND WATER ABBREV. •·• ..... 1.00111 •·• """"""" I ll'UT-11081U •. _,. WO. WIii.i DflWNQ •· 10 L.0011! •-· SOFT T lllU .,_ ·--NE • NOT ENC0UNT£RED 11 •2111 IIECIUII.,._ •·· MEDIUM l11ff' u UNDIST\.RIED PIITON UTTUi , ..... UA • NOTAEAO ,, . ., .... . ., . STIR' Q -...-. -•·-... --11-IO VER'flTff • o,_ ....... -BORING NO. MW-2A ... HARD Nit NOAEC0111R't I I I I I I I I I I I I I I I II D a ¾J IIEN~RONMENTAL TEST BORING REPORT BORING NO. MW-2A · CONSULTANTS PAGE 3 OF 4 DEPTH CASING SAMPUA ......... """P\.E IN Bl.OWi Bl.OWi IOJIIBER DEPTH AELO CLASSIACATION ANO REMARKS FEET PER PER RANGE FOOT I INCHES -45.0 1 45.0 !::LAYliY ::!ILI !MLl 1 S9 . Medium-stiff, red-brown, wet mostly silt, some clay, trace fine sand, low to 3 moderately plastic, 9 inches of sample recovery. 4 47.0 -GRANITE RESIDUUM- 48.5 Feet - - - -- --- - -- ------- -50.0 3B 50.0 ::!Atll2Y ::!ILI !MLl 33 S10 . Very. hard, tan. white, pink, slightly moist, mostly silt, some fine to mediurr 50 sand, saprolrte. 47 52.0 -GRANITE RESIDUUM- ~55.0" I I No sample taken, hard drilling. Classrty cunings as fine to medium sand. -60.0 / I No sample taken, hard drilling. ,-65,0 / I No sample taken, hard drilling. -10.0 BLOW, ,. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONEn, '!lo GROUND WATER ABBREV. •·• YER'f L008& •·• VERYSOfT • !IPUT9POON MOITLY 50 -100.. WD • 'MILE DflWNQ 5-10 L008E , .. SOFT T TUDI! IOIIE ,. __ NE • NOT ENCOUNTERED 11-30 IIEDIUII DENSE •·• MEDIUII STIFF u UNDISTURBED PISTON lJTTl.E 15-2ft. UR · NOT READ 11 •50 .. _ 9-15 STIFF a. ORAB SAIR.E FEW 5. ,a.. ... --,, .JD VERY STIFF X OTHER TRACE -BORING NO. MW-2A ... HARD NA NO RECOVERY I I I I I I I I I I I I I I I I I I BORING REPORT BORING NO. MW-2A .ENVIRONMENTAL TEST CONSULTANTS PAGE 4 OF 4 DEPTH CAIIIIG -..-.. IAIIPU IN ...... ...... -DEPTH FIELD CLASSIFICATION AND REMARKS FUT --,.._ FOOT tlNCHU -70.0 I I No sa~ taken, hard drilling. Classdy cuttings as silty fine to medium sand. -75.0 I I No sample taken, hard drilling. BOTTOM OF EXP LORA TlON COMPLETED AT n FEET. Notes: Terminated in rod<. -ao.o Drilled Oto 70 feet with hollow stem augers, drilled 70-TT feet with a s· OD air harm,er. Sampling discontinued at 52 feet due to thlcl( plug In augers. -85.0 -ao.o -115.0 BLOW• ,,, " . BL0-3/'P"I, CONSISTENCY SAM"'-" ID. " .,. , u~ND WATER ABBREV. ••• VIATLOOU •·• VEAYIOFT • ll'UT-...,_, .... WD • WIii.i DIILIJNQ .... L00U •·• """ T .... .... ., __ •• NOT IIICOUN1UED 11-• ........... •·• lilEDIIUll lllFf u --um.I 1, ... UA • NOT READ H•ID -I· 11 S11ff Q ---.... ··-11+ --, ... VEAYIITIFI' I OTMEII --BORINONO . MW-2A ... twlD .. NOAECCllllll'f' I I I I I I I I I I I I I I I I I I I .. ENVIRONMENTAL TEST BORING CONSULTANTS REPORT BORING NO. MW~5 PROJECT: MACON/DOCKERY RI -PHASE 11 CLIENT: IIACONIDOCKERY SITE STEERING COIIIIITTEE JOB NO: G-9168 icONTRACTOR: GROUNDWATER PROTECTION, INC. PAGE NO: 1 of 3 EQUIPMENT USED: DIEDRICH D-120 LOCATION: Uf'i!;rMacon GROUND WATER DEP1H TO: (H.) CASINO SAMPLER COA! ELEVATION: ~~ !iii~!!~ ----· DATE START: 7-31-90 DATia ilaAFTEI WATI:A BOTTOM BOTTOM TYPE HSA s ,/ DATE FINISH: Z·Jl-!111 COMP OF CASING C,HOI.E DRILLER: M. McConahey --~ SIZE ID 4 1/4 In. 1 3/8 In. / ........ PREPARED BY: D. Ander,ion HAMMER WT ....... ./ 140 Iba. '-/ HAMIIERFAU I/ ........ 3D In. ..... , DEPTH CA5'NG SAMPLER ....... SAMPLE IN BLOWS BLOWS NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET PEA PEA RANGE FOOT I INCHES No splrt spoons laken before 3.5 feet. Cuttings are possible fill. Silty Fine Sand (SM) 6 3.5 5 No Recovery ---- -5.0 4 10 5.5 3 5.5 SILIY SAf:!12 (SMJ 4 S1 --Loose, brown. dry, moslly fine sand, some silt; 4 7.0 trace gravel. Gravel is rounded. .2-1Lf'eel • MIDDENDORF FORMA TlON-- - -- -- - -- ---- - 10 8.5 SILIY CLAYEY SAf:!12 (SCJ 14 S2 Dense to very dense, red-brown, moist, mostly fine --sand, lrttle clay, little silt, little gravel. Gravel is 22 L-10.0 rounded. 31 10.5 -MIDDENDORF FORMATION- 12.0 Feet ... - - --- - - - - -- - --- - 8 13.5 8 CLAYEY SILI !MLl 11 S3 -Very stiff, red-brown, moist, moslly silt, some clay, L..15.0 moderately plastic. -GRANITE RESIDUUM-18 15.5 5 18.5 5 CLAYEY SILI !MLl 8 S4 --Stiff, red-orange, slighlly moist, mostly silt, some L-20.0 clay, moderately plastic. -GRANITE RESDUUM-8 20.5 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAIIPLE ID. COIIPONENT , GROUND WATER ABBREV. •·• VERYLOOIE ··• VERY SOFT • Sl'UTIPOON IKl811.Y SO 0 1CIO'li. WO· wtlLE DflWNQ 5-10 LOOII! , .. BOFTo,· T TUBE BOIE ,._..., ti! · NOT ENCOUNTERED 11-11:1 MEDIUM DENSE •·• KmUIIITIFF u UIGSTUABED PISTON UTTI.E 11-2"1 UA -NOTRUD 31 • 50 -1-11 STIFF -Q QAASIIAIIPU! FR ...... St+ VERYDEN811. 11-XI VERYSTlFF l OTlER TRACa .... .BORING NO. MW~5 "· HARO Jill NO RECOVERY I I I I I I I I I I I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. MW-05 CONSULTANTS PAGE 2 OF 3 DEPTH CASING ... _.. ... _. SAMPLE IN BLOWI BLOWS NUIIIIEA DEPTH FIELD CLASSIFICATION AND REMARKS FUT ... ... AANQE FOOT IINCHEI 7 23.5 ~LAYliY lilLI (MLl 7 S5 Stiff, red-brown, moist, mostly silt, some clay, moderi3tely -- L--25.0 6 plastic. -GRANITE RESIDUUM-7 25.5 4 28.5 ~LAYliY lilLI (MLl 5 S6 --Stiff, red-brown, moist, mostly silt, some clay, moderately '-30.0 -,. plastic. -GRANITE RESIDUUM· C 30.5 5 33.5 ~LAYliY lilLI (MLl 4 Stiff, red-orange, moist, mostly silt, some clay, moderately S7 .. '-35,0 6 plastic. -GRANITE RESIDUUM 6 35.5 38.5 UD1 -Pushed thin walled shelby lube sampler from 38.5 to 40.5 feet. '-40.0 40.5 3 43.5 ~LAYli:i'. lilLI !MLl 3 Medium stiff, light yellow, wet, red-brown, black. mostly sin, little 3 S8 -clay, low to moderately plastic, saprolite. '-45.0 4 45.5 -GRANITE RESIDUUM- BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT% GROUND WATER ABBREV. •·· VEAYL008E .. , VERY SOFT • SPUTSPOON . 11081\. Y 50 • 1CID'I. WD · WIILE DIILUNO 1-10 L008E ' .. SOFT T T\111& SOIIE ,. __ fE · NOT ENCOUNTERED 1l •3D MEDIUM DENSE ' .. lilEDIUM STIFF u UND111VRBED PISTON unu 15.zr. UR • NOT READ 31-50 -I· 15 STIFF a DAA8UMPLE FEW I• tO'I. "• VEAYDEIG 11-30 VERY STIFF I OTHER TAACII -BORING NO. MW-OS "· HARD ,_ NO RECOVERY I I I I I I I I I I I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. MW-05 CONSULTANTS PAGE 3 OF 3 DEPTH CASING loUIPUA IAIIPU BAMPl.E IN BU>WI BU>WI IOJMBEA DEPTH FIELD CLASSIFICATION AND REMARKS FEET ... PER RANGE FOOT I INCHES 4 48.5 !;;LAYEY ~ILI (MLl 4 S9 Medium stiff, light yellow, red-brown, pink, black, wet, mostly 4 .. silt. little clay, low to moderately plastic , saprolrte . L-50,0 4 50.5 -GRANITE RESIDUUM- BOTTOM OF EXPLORATION COMPLETED AT 51.0 FEET '-55.0 L-60.0 '-65,0 .... 70.0 BLO\&J, """' DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. ~ GROUND WATER ABBREV. •·• VEA"fl.008E 0., YeRY SOFT • SPUTSPOON 11081\. Y 50 • 1CIO'I, WD · wttLE DAWNQ 5-10 L006E , .. SOFT T T\JSE SOME ,._..,. NE · NOT ENCOUNTERED 11 • :JO MEDIUM DENSE 5 •• MmUIISTIFF u UND18TURBED PISTON UTTLE 15.2ft, UR· NOTREAD ,, .50 -I. 15 ST1F1 Q QAASIAMPU FF# I• 10-. ... YERYDENB& 11 · JO VEAYmFF X OTHER TRACE ..... BORINONO. MW-05 ,,. HARO ,_ NO RECOVERY I I I I I I I I I I I I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. MW-06 CONSULTANTS PROJECT: MACON/DOCKERY RI -PHASE 11 ~LIENT: MACON/DOCKERY SITE STEERING COMMITTEE JOB NO: G-9168 CONTRACTOR: GROUNDWATER PROTECTION, INC. PAGE NO: 1 of 2 EQUIPMENT USED: DIEDRICH D-120 LOCATION: uf;' Macon QROUND WATER DEPTH TO: (ft.) CASINQ SAMPLER _ ~~-ELEVATION: 23+:-,aet ~§~ DATE START: 8-6-90 DATE =••FTE WATER "°""" "°""" TYPE HSA s '/ DA TE FINISH: U:B=!Rl COMP OF CASING Of' H0I.£ DRILLER: M. McConahex -SIZE ID 4 1/4 In. 1 318 In. /' PREPARED BY: D. Anderson HAMMER WT ,.,,. 140 Iba. ,,,, . HAMMER FA.Li. ./ ....... 30 In. I/' 'DEPTH CASINO .......... SAIIP\.E SAMPLE IN BlOWI BlOWI NUIIBEA DEPTH AELD CLASSlACATION AND REMARKS FEET PER PER RANGE FOOT I INCHES No splrt spoons taken before 4.0 leet. SILD'. SAt:111 !SMl Cuttings are medium dense, red, moist, mostly sand, little silt, trace clay. -MIDDENDORF FORMATION-- - - - - -- - - -2.0 Feet - ------ 14 4.0 !:.LAXliX SILD'. SAt:111 !SM) -5.0 17 S1 -Very dense. red-brown, yellow-tan, moist, mostly sand, some silt. 25 little clay. 6.0 -MIDDENDORF FORMATION- 9.0 Feet 9 9.0 !:.LAXliX SILI !MLl -10.0 10 S2 .. Very stiff, orange-tan, red-brown, moist, mostly silt, few clay,-trace 14 10.5 line sand, low to moderately plastic. -GRANITE RESIDUUM- 12.25 FMI -- -- - - - - -- - - - - - - - SAt:111X SILI !MLl 9 14.0 Very stiff, gray, tan, black, white, moist. moslty silt. some line to -15.0 11 S3 -medium sand, low plasticity. 11 15.5 -GRANITE RESIDUUM- SAt:111X SILI !MLl 8 19.0 Stiff, brown, orange, white. moist, mostly silt, some line to 7 S4 --20.0 8 medium sand, low plasticity, saprolrte. '-GRANITE RESIDUUM- BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT "' GROUND WATER ABBREV. ·-· VERYL008l ·-· VERY SOFT • SPUTSPOON MOITU ,o. IOO'li, WD • WMLE DIIWNO 5 • 10 L00oa ·-· SOFT T ruea BOia .., __ NE • NOT EHCOUNTERED 11 .30 IIEDIUIIOENSE •-• MEDIUM STIFF u UNDISTURBED PISTON UTTUI 11 • 2ft. UA -M>TREAD 11 .IQ ..,. t-11 STIFI' 0 ORABUIIPU FEW 1°1ft ... VERVOENSli 11-JD VERY STIFI' l 01HEII' TIIAC& -BORING NO. MW-06 ... HARO NANQRECO'IERY I I I I I I I I I I I I I I I I I I I - :xw ,.ENVIRONMENTAL TEST BORING REPORT BORING NO. MW-06 ,&t■coNSU LT ANTS PAGE 2 OF 2 DEPTH CAIIIOl IAMPUR u-.. ... -.. IN IU.0W8 ILOWII NUll8EA DEPTN FIELD CLASSIFICATION AND REMARKS FEET PIA .... .. .... FOOT IINCHU -20.0 8 10 21.0 5 24.0 SANDY SILT {ML) 5 '--25.0 S5 -Same as above wrth some coarse sand veins (Feldspar) 6 7 26.0 -GRANITE RESIDUUM- 6 29.0 SANDY SILT {ML) '-30.0 7 S6 .. Stiff, orange-brown, tan, moist, mostly silt, some fine sand, some 8 medium to coarse sand veins (Feldspar), low plasticity, saprolrte. 13 31.0 -GRANITE RESIDUUM- 7 34.0 SANDY SILT {ML) 8 S7 .. Very stiff, same as above. 1.-35.0 11 35.5 -GRANITE RESIDUUM- 39.0 Push sheiby tube '-40.0 T1 - 40.5 SANDY SILT IMLl Hard, brown, pink, black, wet, mostly silt, some fine sand, little 14 44.0 medium to coarse sand (Feldspar), low plasticrty, saprolrte. Hi S8 --GRANITE RESIDUUM-'-45.0 45.5 BOTTOM OF EXPLORATION AT 45.5 FEET. BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT% GROUND WATER ABBREV. •·• YEA'fl.OON •·• VERY SOFT • SPUT8"00N 110Bn Y so. ,..,,. WD. WIILE DRILUNQ 5-10 LOOOli , .. SOFT T 1118E oilii, S0IE ,. __ NE · NOT ENCOUNTERED 11-30 MEDIUM DENSE •·• MEDIUM STIFF u UNDISTU PIITON UTTU , ...... UR. ~TREAD :11 -50 -t-11 STIFl' a QRASU-.. FEW 1-tO'II, 51+ YEA'f.._ 11-30 VERY mFF X OTHER TRACII -BORING NO. MW-06 "• HARO NR NO RECOVERY I I I I I I I I I I I I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. MW-07 CONSULTANTS PROJECT: MACON/DOCKERY RI -PHASE II CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE JOB NO: G-9168 CONTRACTOR: GROUNDWATER PROTECTION, INC. PAGE NO: 1 ol 2 EQUIPMENT USED: DIEDRICH D-120 LOCATION: u,srMacon GROUND WATER DEPTH TO: (II.) CASINO SAMPLER CORE ELEVAllON: ·----· DATE START: 22 feet MsL 8-8-90 DATE liRS AnE WATER OOTTOII OOTTOII TYPE HSA s '-/ DATE FINISH: a:a:!Rl COIIP OF CASING OfHOLE DRILLER: M. McConahey ----SIZE ID 4 114 In. 1 318 In. / ........ PREPARED BY: Johnson HAIIUEAWT '-/ 140 Iba. '/ KAMMER FALL = ' 30 In. /, DEPTH CASING .......... ........ SAMPLE IN Bl.OW& Bl.OW& NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET PER PER RANGE FOOT I INCHES No spilt spoons taken before 4.0 feet. Cuttings are silty fine sand (SM) 9 4.0 SJLD'. SAl:IC! (SMl 7 $1 .. Medium dense, red-brown, moist, mostly line to medium sand, -5.0 9 5.5 little silt. -MIDDENDORF FORMATION- Cobble layer at 6.0 feet; very hard material through! first seven feet; slow drilling 7.5 Feet .... - -- - - --- - - ---- - - 18 9.0 SAl:IC!Y SIi.I !Ml.l L-10.0 14 $2 .. Hard, red-brown and yellow, moist, mostly silt, little fine to coarse 17 10.5 sand, trace gravel. -GRANITE RESIDUUM- 12.25 Feet L... - - -- - -- - - - - -- -- - SJLI!MLl ~ 14.0 4 S3 -Stiff, red-brown, yellow and white, moist, mostly silt, trace sand; L-15.0 saprolite. C 15.5 -GRANITE RESIDUUM- 7 19.0 SJI.I!MU 5 S4 -Stiff, red-brown and white, moist, mostly silt, trace sand, 1-20.0 8 saprollte. -GRANITE RESIDUUM- BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT, GROUND WATER ABBREV. ·-· VERY L008I! •·• VERY 90f'T • SPUTSPOOII IIDITU 50 -1CIIPM, WO· 'MIL£ DIIWNO !Ii• 10 LOOM •·• SOFT T TUllli .._ ....... fiE • NOT ENCOUNTERED 11-30 IIE.DIUM DEHBE •·• MEDIUM STIFF u UNDISl\JRBED PmTON UTTLE ti-ZIN, UR • NOT REAi) 31-IO .... t-11 STIFF?' a QRA811A-.& m, •--... --,,_,., VSIYl11FP I OMJI T1IACII -BORING NO. MW-07 ... HARQ ,_NOIIEC:CMA'f I I I I I I I I I I I I I I I I I I I ::x-~:i: :,Tut ; .ENVIRONMENTAL TEST BORING REPORT BORING NO. MW..07 il■coNSU LT ANTS PAGE 2 OF 2 DEPTH CASINO IAIIPI.EA SAIIPI.E SAIIPI.E IN Bl.OWB 8'.0WB IOJIIBEA DEPTH FIELD CLASSIFICATION AND REMARKS FEET .... PER RANGE FOOT IINCHEI -20.0 11 21.0 5 . 24.0 SILTfMLl 6 . -25.0 S5 -Stiff, red -brown, pink and black, moist, mostly silt, trace sand, 9 trace large weathered feldspar grains, saprolrte. 12 26.0 ·GRANITE RESIDUUM-. 27.5 Feet ---- --- - -- ---- --- - 7 29.0 SILT WITtt QBAlr'.E;L fMLl ,-30.0 7 S6 .. Stiff, yellow -brown and black, moist, mostly silt, little partially 8 weathered feldspar gravels, saprolrte. 12 31.0 • GRANITE RESIDUUM - 32.5 Feet -- -- -- ----- --- --- - 6 34.0 SILT fMLl ,-35.0 7 S7 .. Very stiff, yellow -brown and whrte, wet, mostly silt, few feldspar 11 35.5 granules, saprolite. • GRANITE RESIDUUM· 37.25 Feet - - -- -- - --·--- -- - - -- 7 39.0 SILT WITtt QBAlr'.l;L fMLl ,-40,0 8 S8 -Very stiff, yellow• brown and whrte, wet, mostly silt, some 13 40,5 feldspar granules, saprolrte. • GRANITE RESIDUUM· BOTTOM OF EXPLORATION COMPLETED AT 42.5 FEET. ..... BLOWS/FT, DENSITY BLOWS/FT, CONSISTENCY SAMPLE ID. COMPONENT% Gn=ND WA, en ABBREV. .. , VEAYL008E 0-2 VERY 90FT • ""'1T9POON 1101n.v so .1.., WO. wtlLE DflWNQ 5-10 LOOBE ,_, SOFT T TUBE .,_ ,., __ NE • NOT ENCOUNTERED 11 ·lO IIEDIUM DENSE ·-· MEDIUM STIFF u UNIHTURBED PISTON UTTLE 11 • 2ft, UR· NOT READ 31 ·50 ·--1-15 STIF1 Q GAAB&f.Wt.E FEW l•1ft ... VERY DENSE 11-30 VERY STIFF I OT>Ell TRACI! .... BORING NO . MW..07 "• HARD HR NO RECOVERY I I I I I I I I I I I I I I I I I Ell■SIRRINE •· .. ··-·•.• BIENVIRONMENTAL TEST BORING REPORT BORING NO. S8-16 CONSULTANTS PAGE 2 OF 2 OUTlt CASINQ ,.._ IWIIU IWIIU .. IL0WI II.OWi -OUTlt RELD CLASSIFICATION AND REMARKS FUT ... --"""' ·--.,_ 20.0 16 20.0 CLAYEY SJLI !ML) 7 S5 -Stiff, red orange gray, brown, moist, mostly sitt, son-e clay, 5 4 22.0 Headspace: 0.8 ppm. -MIDDENDORF FORMATION- -:is.a 7 25.0 CLAYEY liil LI !MLl 3 S8 -Medium stiff, red to orange brown and gray, moist, mostly sitt, 3 some clay, little fine sand. Headspace: 1. t ppm. 4 27.0 -MIDDENDORF FORMATION- BOTTOM OF EXPLORATION COMPLETED AT 27.0 FEET -30.0 -35.0 -40.0 .,_q,o BLOW• .,. II T eLo-~P'I. CONSISTENCY SAIIPL~ ID. COMPONENT% GROUND WATER ABBREV. •·• VSIYI.OOU •·• YEAY~ • ll'IJTll'OC)II 11011\. y ID • 1CID'!I, WO• wtlll DflWNG .... l.00U •·· ~ T TUN .._ •·- ,. ___ 11-• IIEDIUII-•·• IIEDIUII 111FF u UIGll'UAIIED ASTON um.a 11-~ UR· NOTAEAD H•ID -I· 11 STIFP 0 GAAIIIWIIU .... •--11+ --11-• YEAYITIR' X OTHEJI TRACa -BORINQNO. SB-16 ... HARD IMNO_,.,. 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 I I I I I I I I I I I I I ENVIRONMENT AL TEST BORING CONSULTANTS REPORT BORING NO. SB-17 ~ROJECT: IIACON/DOCKERYRI.PHASEU CLIENT: IIACON/DOCKERY SITE STEERINQ COIIIIITTEE JOB NO: G-9168.66 CONTRACTOR: · QROUNDWATER PROTECTION1 INC. PAQE NO: J gh2 l'QUIPMENT USED: MOBILE B-57 LOCATION: GROUND WATER DUTH TO: (It.) CASINO SAMPUR CORI! ELEVATION: DHi ocl<jJ'. .. ftftOO DATE START: 25 }g!'MS ,~ ..... --· .. WAml BOTTOII BOTTOII TVPE HSA s ......../ DATE FINISH: lll=lll=!RI COMP OF CASING Of' HOLE DRILLER: R. B!)!an -...... SIZE ID 4 1/4 In. 1 3/8 In. /'-PREPARED BY: Zweig ~ HAMIIERWT ........ ,,, 140 Iba • ........ ./ HAMIIERFAU ,,,,......._ 3D In. .,, DEPTH CASIIOI SAIIPWI SAMIU SAMIU IN l&.OWS l&.OWS NUIIIIEA DEPTH FIELD CLASSIFICATION AND REMARKS FUT .... .... AAIOOE FOOT I INCHES -s.o 16 5.0 lilLD'. liAHC! !liMl 9 S1 Medium dense, brown to orange brown, dry, mostly fine sand, -12 some medium sand, little.silt, few fine gravel, many cobble 11 7.0 • fragments at top of spoon sample, HNu on spoon 1.5 ppm. Headspace: 3. t ppm •MIDDENDORF FORMATION- ,-10.0 6 10.0 lilLD'. SAHC! !liMl 13 S2 Dense, orange brown, dry, mostly medium sand, some line snad, -little silt, few coarse sand, trace fine subrounded gravel, HNu-0 23 21 12.0 Headspace: 0.5 ppm -MIDDENDORF FORMATION- ,-15.0 SILD'. SAHC! ISMl 9 15.0 11 S3 -Very stiff, orange-~rown-gray, dry, mostly silt, some clay, little 14 fine sand, HNu-2. Headspac:e: 0.5 ppm. '" 17.0 -IIDDENDORF FORMATION- 18.5 Feet - - - - - -- - - - --- - -- - -20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAIIPLE ID •. COIIPONENT '!I GROUND WATER ABBREV. •·• VSl\'I.OCU •·• . YEllY l0FT I lll'UTll'OON 110111.Y ...... WO• WIIU ......_ .... L00III •·• """ T ,,, .. .... •·-NE • ..:>T BCOUNTERED ti• ID IEDIUM DENSE •·• IIEDIUII ITIFF u UJDl1VRIIE.D PIIT0II uma , .... UR. NOT AUD 11 •ID -I• 11 STIR' Q OAAIISAWU -•·-... --11-JD YEIIYSTIFF I OntEJI --BORINQNO. SS-17 ... HARO ,...,_ I I I I I I I I I I I I I I I I I I I .. I ll■SIRRINE I ll■ENVIRONMENTAL TIEST BORING NO. SB-17 BORING REPORT ll■coNsu Lr ANTS PAGE 2 OF 2 I I I I I I I I I I I I I I I I I DEPTI4 IN FUT -20.0 .... 25.0 -30.0 -35.0 -40.0 -48.0 BLOW• •·• .... 11·» 11 •IO ... CASII03 IIAIIPWI ~ ll.0W9 ll.0W9 -PSI PSI f<>OT IINCMEI • IS ss 8 12 6 a S8 12 12 . .,. DENSIIY BO~. ..... .-•·• L00III •·• IIEDIUII DENII •·• DENSE 1-11 --1l•ID ... .......... DEPTI4 RELD CLASSIFICATION AND REMARKS ....,. 20.0 CLAYEY SILi (ML) -Very stiff, red orange13ray, dry, mostly silt, some clay, little fine 22.0 sand, HNu O on spoon. Headspace:. 1 ppm. -MIDDENDORF FORMATION- 23.5 Feet .... -- - - - --- - - - -- --- - 25.0 3At112Y CLAY (MLl Very stiff, red to greenish gray, dry, mostly clay, some fine snad, -little sin, HNu O ppm on spoon. Headspace: 1 ppm. 27.0 -GNEISS RESIDUAL- BOTTOM OF EXPLORATION COMPLETED AT 27.0 FEET CONSISTENCY SAMPL" ID. ~ "' GROUND WA• ~11 ABBREV. YERYIIOf'T I ...,. ..... 110STU ■. 1C101, WO· MIU DAllJJMQ son T ,.,. .... •·-... -ENCOUNmllD IIEDIUM 811ff u _,._ unu 1, .... UA -NOTMAO STIFI' Q ----•·-Y£AY Sflff: X OTHER TRACI -BOIIIHG NO • SB-17 HARD IIINOIIECCMll'f 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 I I I I I I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. SB-18 CONSULTANTS PROJECT: MACON/DOCKERY RI -PHASE II CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE JOB NO: G-9168.66 !CONTRACTOR: GROUNDWATER PROTECTION. INC. PAGE NO: l gf 2 EQUIPMENT USED: MOBILE B-57 LOCATION: U~,• Dockefl QROUND WATER DEPTH TO: (H.) CASINO SAMPLER CORE ELEVATION: '""""' DATE START: 2s:tf'Ms • -!lb DATI! ~-•FT£ WATER BOTTOM BOTTOM TYPE HSA s '-./ DA TE FINISH: l 0-l 0-!RI COMP OF CASINO o, HOLE DRILLER: R. Brtan --SIZE 10 4 1/4 In. 1 3/8 In. / ' PREPARED BY: Zweig HAMMER WT ,.,,. 140 Iba. "/ HAMMER FAU. . ..,,, ....... 30 In. ,,,, DEPTH CASING SAMPLER SAMPLE SAMPLE IN 81.0WB 81.0WB NUMBER DEPTH AELD CLASSIACATION AND REMARKS FEET PER PER RANCE FOOT I INCHES lill.D'. liAtll2 (liMl 9 4.0 Medium dense, orange b 0 rown, dry, mostly medium snad. some -5.0 12 S1 fine and silt, little clay, 5 ppm on spoon from HNu. Headspace: .. 14 1-5 ppm, -MIDDENDORF FORMATION-15 6.0 4 9.0 lilLD'. liA!:112 (liMl -10.0 12 S2 Medium dense, orange to gray, dry, mostly medium sand, some 18 coarse sand. little clay, trace fine gravel 5 ppm on spoon Irmo HNu 19 11.0 Headspace: 9.5 ppm 12.0 Feat ·MIDDENDORF FORMATION--- -- - -- - - - -- - - - --· !.I.AXE'.!'. lill.I (liMl Very stiff, red to gray brown, dry, mostly clay, some silt, some clay, 7 14.U little fine sand. Headspace: 2 ppm. VOA: 1 ppm -15.0 6 S3 - ' 12 14 16.0 !.LAXEX li!LI !SMl 8 16.0 Very stiff, red to gray brown, dry, mostly clay. some silt, some clay, 9 S4 -little fine sand. Headspace: 2 ppm. VOA: 1 ppm · 12 11 18.0 -GNEISS RESIDUAL ON BOTTOM- !.LAXEX lill.I !SMl 9 19.D Stiff, red to orange to gray, dry, mostly silt, some clay and fine .. · sand. headspace: 3 ppm. -20.0 b 21.0 -GNEISS RESIDUAL· BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT, GROUND WATER ABBREV. •·• YERYL008& •·• YEIIY SOFT • SPIJTIIPOON 11081\.'f SO· 1CIO'II, WD• wtlLEDIIWNQ 5-10 LOON , .. SOFT T TUBE IIOIIE ....... NE · NOT BICOUNTERED 11 •lO MEDK.111 DENSE •·• MEDIUM STIFF u UJDSTVRBED PISTON /JTTLE 11-2ft. UR. NOT READ l1 · 50 DENS& 1-15 STIFF 0 GAAi 8AIIPLE FEW • · ,err. ... YERYDENS& ,, .. YeAY STIFF X OntER TRACE -BORING NO. SI1-18 "· HARO ,_. NO AECOYEA'Y 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 I I I I I I I I I I I I I• 1■SIRRINE I II IENVIRONMENTAL TEST BORING REPORT BORING NO. SB-18 CONSULTANTS PAGE 2 OF 2 DEPTH CASING IWIPWI IAWU OAIIPU "' IILDW8 IILDW8 -DEPTH RELD CLASSIFICATION AND REMARKS FUT .... ... ....... FOOT IINCHU -20.0 11 S5 l_!,0 CLAYEY SILT <NP 14 21.0 Stiff, red-<>range brown gray, dry mostly sih, some clay and fine sand. Headspaca: 3 ppm -GNEISS RESIDUAL- 6 25.0 CLAYEY :IILI (MLl ,-25.0 8 S6 Very stiff, greenish gray, dry, mostly silt, some clay, bright green, -possibly chlorite grains. Headspace: 2 ppm. 9 11 26.0 -GNEISS RESIDUAL- BOTTOM OF EXPLORATION COMPLETED AT 26.0 FEET -30.0 ' -35.0 -40.0 -45.0 BL0n;;;wr1. D1:NSt,, BLOWS/FT. CONSISTENCT SAMP'-" 11>. COMPONc" I ~ • un=ND WAT en ABBREV. •·• Y£11'11.0CU •·• VERY l0fT • IPUT-1108TLY ■·tGll'li, WD • MILE DflLUNQ .... l.0CU •·· SOFT T TUIIE .... ., __ ,_ • NOT EICOUNTERED 11-m MEDIUM DEN1E •·• MEDIUM STIFF u UIGllURBED PIITOII unu 1, ... UA • NOTRE.AO 211 -IO DENSII l-11 sn~ Q ---F£W •·-11+ --11-m VERY lllFF l OTIEI TRACI .... BORINONO. SB-10 ... HARD IIIIIOIIECCMRI' . 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 I I I I I I I I I I I I I ENVIRONMENT AL TEST BORING REPORT BORING NO. SB-19 CONSULTANTS !PROJECT: MACON/DOCKERY RI .PHASE II CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE JOB NO: G-9168 CONTRACTOR: GROUNDWATER PROTECTION, INC. PAGE NO: J Ill 2 EQUIPMENT USED: MOBILE 8-57 LOCATION: Uel!!r Dockety DEPTH TO: (It.) CASINO SAMPLER _ ~!. ELEVATION: 252 -~~ i,aws~ GROUND WATER DATE START: 10· • DATE HAS AFTE WATER BOTTOM BOTTOM TYPE HSA 6 '-./ DATE FINISH: H!-ll-§0 COMP OF CASING Of'HOl.E DRILLER: R. B!:J!&n --SIZE ID 41/4 In. 1 3/8 In. / ....... PREPARED BY: Zweig HAMMER WT './ 140 Iba. './ -HAMMERFAU 1./ ....... 30 In. / ..... DEPTH CASING SAMPLER ··~ SAMPI.E IN Bl.OWS BLOWS NUMBER DEPTH RELD CLASSIRCATION AND REMARKS FEET PEA PEA RANGE FOOT I INCHES -5.0 p 5.0 · ~LAYEY SAt:111 !SM) u S1 Orange-brown, mostly medium sand, some coarse sand, little clay. s - H 7.0 -MIDDENDORF FORMATION- -10.0 p 10.0 SIL TY SAt:111 (SM) u Orange-brown, mostly medium sand, some fine sand, little silt. S2 -s H 12.0 -MIDDENDORF FORMATION- -15.0 p 15.0 u S3 SAt:111Y SILT !MLl -Mottled reddish-brown and purple, mostly sllt, some fine sand, little s clay, poorly developed relict gneissic fabric. H 17.0 •GNEISS RESIDUUM-. -20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. ::ouPONENT % GROUND WATER ABBREV. •·· YEAYLOOSE •·• VERY SOFT • IPUTlll'OON 1108TLY IO.,-., WO -WHLE DAILUNQ 5-10 L00BE •·• SOFT T TUBE IIOIIE ....... NE . NOT EHCOUNTEAED 11 •30 IIEl:JUM DENSE •·• MEDIUM anFF u UNDIST\JABED ASTON UTTI.E 11-n,r.. UR • NOT READ 31 -50 DENSE .. ,. Bnff a ORAS BAIIPLE FlW I• IO'li, 51+ VERY DENSE 11-IO VEAYBnff X OTHER TRACE -BORING NO. SB-19 ... HARD NA NO RECOVERY 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 I I I I I I I I I I I I -ENVIRONMENTAL TEST REPORT BORING NO. SB-19 BORING CONSULTANTS PAGE 2 OF 2 DEPTH CASING BAIIPlER BAIIPI.£ SAIIPI.£ IN BLOWS BLOWB NUMBER DEPTH RELD CLASSIRCATION AND REMARKS F£ET PER PER RANGE FOOT I INCHES -20.0 p 20.0 SILT CML) u S4 -Reddish-brown, mostly silt. few fine sand. poorty preserved relict s H 22.0 gnelsslc fabric. -GNBSS RESIDUUM- -2s.o p 25.0 SILI IMLl u SS -Reddish-brown. mostly slit, few clay. trace fine sand, well , s preserved relict shistose fabric. H 27.0 -GNEISS RESIDUUM- BOTTOM OF EXPLORATION COMPLETED AT 27.0 FEET -30.0 .... 35.0 -40.0 ' .... 45.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT% GROUND WATER ABBREV. ·-· VERYI.OOSE •·• VERY SOFT • SPUTSPOON 110&n.Y 11D -1~ WO-wtlLEDAIWNQ 1-10 l.008E •·• 80FT T TUBE 110111! ., ...... IE -NOT ENCOUNTEREI) 11 •30 IIEIJIUII DENSE •·• IIEDIUII STIFF u UNDISTURBED PISTON UTTLE 11 •2ftt UR • NOT READ 11 ·IO DENSE .. ,. STIFF a QAABSAMPLE F£W •--... VERY DENSE 11-ao VEATIITIFF l OTIIER TRACE ..... BORING NO. SB-19 .,. HARD NA NORECOYEAY . 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 I I I I I I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. SB-20 CONSULTANTS PROJECT: MACON/DOCKERY RI -PHASE II ~LIENT: MACON/DOCKERY SITE STEERING COIIIIITTEE JOB NO: G-9168 CONTRACTOR: GROUNDWATER PROTECTION, INC. PAGE NO: l gf 2 EQUIPMENT USED: IIOBILE 8-57 LOCATION: Uel!!r Dockery GROUND WATER DEPTH TO: (It.) CASINO SAIIPLER CORE ELEVATION: 25~i.l,~:l~ ..... , DATE START: DATE '11'QAFTEI WATER BOTTOII BOTTOII TYPE HSA s '-/ DATE FINISH: ~D-n.§ll COMP Of CASIHG O#HOLE DRIUER: R. B!:}'.an --SIZE ID 4 1/4 In. 1 318 In. /'-PREPARED BY: M. Sheehan HAMMER WT ....... ,.,,,, 140 Iba • ,;,, -HAMMER FALL ,.,,,, ....... 30 In. / ....... DEPTH C ... NG SAMPLER SAMPI.£ SAMPI.E IN BLOWS BLOWS NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET PEA PEA RANGE FOOT I INCHES . -s.o 5.0 SAt:ll2 Wint ~LAX At:ll2 GBAllEL (SM) S1 -Mottled gray and orange-brown, mostly medium sand, some gravel, little clay, gravel is rounded quartztte. 7.0 -MIDDENDORF FORMATION- ,-10.0 -15.0 15.0 S2 SILI (MLI -Reddish-brown and light purple, mostly silt. few fine sand. relict 17.0 granoblastic fabric. -GNEISS RESIDUUM- ~20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. L.UMPONENT % GROUND WATER ABBREV. •·• VERY LOOSE ·-• VERYIIOFT • BPUTBPOON 1108TLY ID -1CXl"r. WD • MILE DRILUHQ 5-10 LOOSE •-• SOFT T TUBE 80IIE ....... tE -NOT EHCOUNTEAED 11-30 MEDIUM DENSE ·-· IIEDtUM STIFF u UNDISTURBED ASTON UTTLE 111-ZS-. UR· NOTREAD 31 •ID DENSE •·ti 811FF Q GRABSAIIPLE FEW 1-10'% ... VERY DENSE 11-30 VERY STIFF X OTHER TRACE -BORING NO. SB-20 .,. HARD NA NO RECOVERY 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 I I I I I I I I I I I I I I ENVIRONMENTAL CONSULTANTS DEPTH CASINO SAIIJ'I.EA IN 81.0WS 81.0WS FEET PEA PEA FOOT I INCHES --.20.0 -25.0 -30.0 -35.0 -40.0 ,-4S.O BLOWS/FT. DENSITY •·• VERY LOOSE I• 10 LOOSE 1t •ID IIEDIUII DENSE 31-50 DENSE ... VERY DENSE TEST BORING REPORT BORING NO. PAGE 2 SB-20 OF 2 SAIIJ'I.E SAMP\.E ,_,MBEA DEPTH FIELD CLASSIFICATION AND REMARKS RANGE 20.0 SILTIMLl S3 -Reddish-brown and light purple, mostly silt, few fine sand, relict . granoblastic fabric. -GNEISS RESIDUUM-22.0 BOTTOM OF EXPLORATION COMPLETED AT 22.0 FEET BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT% GROUND WATER ABBREV. •·• VERY SOFT • SPUTSPOON IIOSTLY IIO•I~ WD• WllLEDRIWNQ ·-· SOFT T TUBE 80IIE ....... NE • NOT' ENCOUNTERED ·-• MEDIUM STIFF u UNDISTURBED ASTON· UTTL.E 11-211"J1. UR -NOTREAD I· 11 STIFF G GRABSAIIPLE FEW •--11-ao VERY BTIFF I OlHER TRAC& -BORING NO. SB-20 .,. HARO NR NO RECOVERY 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 I I I I I I I I I I APPENDIX D I I SOIL SAMPLE TESTING DATA BY I GEO-SYSTEMS DESIGN AND TESTING, INC. I I 1-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 I I I I I I I I I GEO-SYSTEMS DESIGN & TESTING, INC. GEOTECHNICAL SERVICES A'.'/O MATERIALS TESTING December 8, 1989 Sirrine Environmental Post Office Box 2400 Greenville, South Carolina 29615/26616 ATTN: Ms. Sheehan RE: Soil Sample Testing Data and Procedures Macon-Dockery Site Remedia1 Investigation Richmond County, North Carolina SEC Job No. G-9168 Sample I.D.: 9168-MWll-Tl Dear Ms. Sheehan: Enclosed you will find the various data that you recommended. Samp'le was received in good condition. I hope that this wiil be sufficient to meet your needs. Vertical coefficient of permeability (Kt) Specific Gravity (Gs) Moisture Content (w%) Void Ratio (eo) Unit Weight <{Ml % Saturation (Si) % saturation (Sf) 9.23 X 10-5 cm/sec 2.64 36.66 1. 13 103.4 pcf 96.8 100.0 We appreciate the opportunity to have provided this service. If there is any question, please do not hesitate to contact us. Sincerely, & TESTING, INC. JAS/klr P.O. Box 2656 • West Columbia, South Carolina 29171 • Phone (803) 791-7528 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 I I I I I I I I I I I I I TUBE #1 SAMPLE INFORMATION: Sample ID Sample Depth (ft) Date Collected Borehole Wate.r Level ( ft) INCOMING VALUES: Natural Moisture Content Degree of Saturation (S) Wet Density (pcf) Dry Density (pcf) DETERMINED VALUES: Void Ratio (e) Specific Gravity (Gs) Dry-Bulk Specific Gravity (Gs) Coefficient of Permeability (cm/sec) Coefficient of Permeability (in/hr) 9168-MWlJ-Tl 58.0-59.5 Ft BLS 07/24/90 39.15 Ft BLS 26.3% 95. 7% 120.0 95.1 0.72 2.62 1. 52 1. 64xlo-5 2.JJx10-2 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 I I I I I I I I I I I I I TUBE f2 SAMPLE INFORMATION: Sample ID Sample Depth (ft) Date _Collected Borehole Water Level (ft) INCOMING VALUES: Natural Moisture Content Degree of Saturation (S) Wet Density (pcf) Dry Density (pcf) DETERMINED VALUES: Void Ratio (e) Specific Gravity (Gs) Dry-Bulk Specific Gravity (Ga) Coefficient of Permeability (cm/sec) Coefficient of Permeability (in/hr) 9168-MW14R-Tl 30.0-31.0 Ft BLS· 08/03/90 33.87 Ft BLS 34.8% 98.4% 114.6 85.0 0.93 2.63 1. 36 3.22xl0-5 4.57x10-2 I I I I I I I I I I I I I I I I I I I I I I I ·1 I I I I I I I I I· I I I I I TUBE #3 SAMPLE INFORMATION: Sample ID Sample Depth (ft) Date Collected Borehole Water Level (ft) INCOMING VALUES: Natural Moisture Content Degree of Saturation (S) Wet Density (pcf) .Dry Density (pcf) DETERMINED VALUES: Void Ratio (e) Specific Gravity (Gs) Dry-Bulk Specific Gravity (Ga) Coefficient of Permeability (cm/sec) Coefficient of Permeability (in/hr) 9168-MW08-Tl 38.0-40.0 Ft BLS 08/03/90 39.12 Ft BLS 65.8% 99.5% 100.1 60.4 1.78 2.69 0.97 3.01x10-6 4.2sx10-3 I I I I I I I I I I I I I I I I I I I I I I I I TUBE f4 I SAMPLE INFORMATION: I Sample ID 9168-MW05-Tl I I Sample Depth (ft) 38.5-40.5 Ft BLS I Date Collected 07/31/90 I Borehole Water Level (ft) 35.67 Ft BLS I I INCOMING VALUES: I Natural Moisture Content 63.8% I Degree of Saturation ( s) 99.6% I Wet Density (pcf) 101.l I · Dry Density (pcf) 61. 7 I I DETERMINED VALUES: I Void Ratio (e) 1.74 I I Specific Gravity (Gs) 2.71 I Dry-Bulk Specific Gravity (Ga) 0.99 I Coefficient of Permeability (cm/sec) 4.ssxio-6 I I Coefficient of Permeability (in/hr) 6.91x10-3 I I I I I I I I I I I I .> -~ I I I I I TUBE ts I I SAMPLE INFORMATION: I Sample ID 9168-MW06-Tl I Sample Depth (ft) 39.0-40.5 Ft BLS I Date Collected 08/08/90 I Borehole Water Level (ft) 36.5 Ft BLS I I INCOMING VALUES: I Natural Moisture Content 26.5% I Degree of Saturation ( s) 95.3% I Wet Density (pcf) 119.9 I I , Dry Density (pcf) 94.8 I DETERMINED VALUES: I I Void Ratio (e) 0.73 I Specific Gravity (Gs) 2.63 I Dry-Bulk Specific Gravity (Ga) 1.52 I Coefficient of I Permeability (cm/sec) 1.15x10-5 I Coefficient of I Permeability (in/hr) 1. 63xfo-2 I I I I I I I I I I I ------------------- - ., 10 9 8 0 ., I-7 0 & -~ 6 0 >-ID a: 5 uJ z: LL. 4 1---z LU :.! 3 .... 0.. 2 r ( 0 . 0 0 I ' ' 1000 Tube 114 COBBLES ,AMPLE DEPTH --'JOCJ,£\C 3 IN 3/ 4 IN ' ' '' I ' I ' ' ' 1: ' I ! I I ' ' ' 1: ' Ii ' 1; 1: I 1,00 ' ' ' ' ,. I t-1 n1-1 CLASS I Fl CAT ION ... -~-~-~ =-. (M.\ U. S. Sl,,,,OARD SIEVE SIZE NO 4 NO HJ NO 40 NO 200 HYDROMETER r ' ......._ --' --' --' " I; -' --; -----' -' ' ' ·--~ ' ----,, I I\ ' --~\ -------··---···--· ~-- ' i ' I /-\_: ___ '. ' ! I I ' ' r--•-I [_!__ I~" I ' I ' I -~ -r---+-:--~-~} -t-f--f-1---' I I I ' I I I ' I 1 I I . I ,-;-;--1. I h I r . I ' --l-. , •l ... L ' --r··--·-' ,-·-------1-· ------ 1; I I i ' ! ~ I 1: !_L _L ' : I + _,_ 1-----1· --1: I Ii ! ' ' 1; ! I I I i'\ r ·--r, I I '\ ' j --I ! I I '\ ' ; ; I I I I \ ', ' 1 .0 0. l 0.01 0.001 GRAIN SIZE IN MILLIMETERS I ~tt11U I SILT OR CLAY I I ·n;r,r~P I '"".a'l 1 • ,m I r i no I NAT WC LL PL Pl GRAIN SIZE DISTRIBUTION Hacon/Dockery Site Remedial Richnond County, North Carolina sa: Job No. G-9168 ------- I I I I I I I I I I I I I I I I I I I ENVIRONMENT AL TEST BORING CONSULTANTS REPORT BORING NO. MW--08 PROJECT: MACON/DOCKERY RI .PHASE II CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE JOB NO: G-9168 :ONTRACTOR: GROUNDWATER PROTECTION, INC. PAGE NO: 1 ol 3 EQUIPMENT USED: MOBILE DRILL B-57 LOCATION: u~~rMacon GROUND WATER Dl!l'ni TO: (H.) CASINO SAMPLER CORE ELEVATION: ~3~== !iat ~!:~ ..... , DATE START: 8-3-90 DATE ,,_ AFTEI WATER BOTTOM BOTTOM rtPE HSA s '-./ DATE FINISH: 11:3-ll!I COMP OF CASING OFHOlE DRILLER: K. Tesnear -.--SIZE ID 4 1/4 In. 1 3/8 In. /'-PREPARED BY: D. Anderson ~ -HAMMER WT ................ 140 lbs • ...... ./ -~ HAMIIERFAU ....... ......... 30 In. ./ .... DEPTH CASING SAMP\..EA ......... SAMPU IN Bl.OW& BLOWS NUMBER DEPTH AELD CLASSIACATION AND REMARKS FEET PEIi PEIi RANCE FOOT I INCHES No splrt spoons taken before 3.0 feet. . lilLri liAtlll (liMl Cuttings are reddish-brown. dry, mostly fine sand, some silt. 3 3.0 lilLri liAtlll (liMl 2 3 S1 .. Tan to brown, dry, mostly fine sand, little silt. ,-5.0 6 5.0 6.5 Feet ,-.-- - - - -- - - --- - -- - 9 8.0 !.LAYE)'. lzlLI (MLl 1? Reddish-brown, dry, mostly silt, some clay, little fine to 20 S2 .. medium sand, trace gravel. 20 10.0 -MIDDENDORF- ,-10.0 9 13.0 !.LAYE)'. lilLI (MLl 14 S3 -Reddish-brown. dry, mostly silt. some clay, little fine to 16 medium sand, trace gravel. •MIDDENDORF• ,-15.0 22 15.0 4 18.0 !.LAYE)'. §!LI !MLl 5 S3 .. Orange-brown, tan, dry, mostly silt, little clay, saprollte. 8 -GRANITE RESIDUUM- -20.0 10 20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT 'll GROUND WATER ABBREV. •·• YEAYL0081! D-2 VERY SOFT • 8PUT8POON 11108TU 511-1~ WO· wtlLEDAWNQ 5-10 L008I! . J -4 so" T T\JIIE .,_ ,. __ NE -NOT ENCOUNTERED 11 ·:JO MEDIUM DENSE •·• MEOIUII STIFF u UNDtllVRBED fltSTON LJTTIJi ti. 2ft, UR· NOT READ 31-50 D£Naa I· 11 STIFF a ORAS ......... FEW 5 -tO'lo ... YEll'f0£NIIE 11 ·• VERY STIFF I OTHER TRACE -BORING NO. MW--08 "· HARD NA NO RECOVERY 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 I I I I I I I I I I I I I ,, \.¾ ~-ENVIRONMENTAL TEST BORING REPORT BORING NO. MW~S ;~■CONSULTANTS PAGE 2 OF 3 DEl'TH CAIINO IIAMPWI IIAWI.E "'"""' IN lll.0WO II.OWi NUIIBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET PER PER RANGE FOOT IINCHEI ,-20.0 7 23.0 CLAYE;Y lilLI (MLl 9 S5 Orange-brown, white, black, dry, mostly silt, little clay, saprolite. 10 . 13 25.0 -GRANITE RESIDUUM- -25.0 8 28.0 CLAYE;Y lilLI (MLl 11 S6 Orange-brown, reddish-brown, white, black, slightly moist, mostly 16 . silt, little clay, saprolite. -30.0 16 ,n n -GRANITE RESIDUUM- 12 33.0 17 CLAYE;Y lilLI (MLl 16 S7 . Orange-brown, white, black, wet, mostly silt, little clay . 16 •• n -GRANITE RESIDUUM--35.0 CLAYE;Y lilLI (MLl T1 Tan, white, black, moist, mostly silt, some clay. ~ -GRANITE RESIDUUM- -40.0 A 43.0 CLAYE;Y lilLI IMLl 8 S8 White, brown, black, mostly slit, some clay, trace sand. . 11 -GRANITE RESIDUUM- -45.0 10 45.0 BLOWS/FT. DENSITY B~OWS/FT. CONSISTENCY SAIIPu,ID. .. ~ GROUND WATER ABBREV. •·• YEA'f'LOOIE •·• VERY SOFT • SPUT"'°"" IIOITL Y SD · ,..,.. WD • WtlLE DAWNCJ 5 • 10 L008E , .. SOFT T TUBE SOIE ,. __ JE , NOT ENCOUNTERED 11-30 . lllEDIUM DENSE •·• MEDIUM ITIFF u UICISTURBED PISTON umi 11-n-. UR. NOTAEAD J1 -50 -. -,. ST1F1 Q ORAO IIAWI.E FEW 1°1ft ... YEAYOENBE 11-JD VERY8TIFF I OTHEA TRAC& -BORING NO. MW~S ... HARD ,_. NO AECOYEll't 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 I I I I I I I I I I I I I ?''•■SIRRINE };~ •:,:,_-._._,,, :$i:.~ il■ENVIRONMENTAL TEST BORING REPORT BORING NO. MW-08 { ■CONSULTANTS PAGE 3 OF 3 D£PTH CASINO IAIIPWI IIAIIPU ,........, IN BI.OWII ll0WI IOJIIBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET PSI PSI AANQE FOOT IINCtEI -45.0 . BOTTOM OF EXPLORATION COMPLETED AT 48.7 FEET -50.0 -55.0 -60.0 ,-65.0 -70.0 BLOW~ ,. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. ~ GROUND WATER ABBREV. •·• YEA'f LOCle& •·• · VEAV SOFT • SPUTSl'OON IIDSTL Y ID • 1IID'li WO. WHILE DIIUJNQ 5-10 L0081! , .. SOFT T TUBE SOME ....... JE • NOT ENCOUNTERED 11 .30 MECIIUII DENSE •·• MEIMUM STIFF u UNDISTURBED PISTON UTTLE 11 ·2:l'lo UA • NOTREAD :11 .50 DENSE •. ,s STIFI' a QRASIIAIIPU FEW s -'°"' 11+ vsrt..-E 11-30 VERY STIFF l OntER TRACI .... BORING NO. MW-08 "• HARO IIINOAECOYER'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 I I I I I I I I I I I I I I BORING NO, MW~A PROJECT: IIACON/DOCKERY RI .PHASE 11 CLIENT: IIACON/DOCKERY SITE STEERING COMMITTEE JOB NO: icONTRACTOR: GROUNDWATER PROTECTION, INC. PAGE NO: G-9168 EQUIPMENT USED: SPEEDSTAR 1250 LOCATION: j!Q:::FIO~U~N:,:O~W~A~T.!.ER~~~=DE=P'TH=T=0=:=(=1t.=)=;======CA=Sl=NQ==SA=M=PL=E=R=COR==E~ ELEVATION: 1 of 4 U~~•Macon ;1:L met MSL 7•31·90 r.:=,-,==;a,1-=::r==::-T==:..t----,---,--,:-,-,e,-•a,•• -11111--~• DATE START: OATIS ~• AFT£ WATISA BOTTOM BOTTOM TTPE HSA S r-.. ,, DATE FINISH: 8-J-90 COMP OF CASINO OF HOLE . "" -' DRILLER: _,__ SIZE 10 61/4 In. 1 3/8 In. / " PREPARED BY: T. Tabor DEPTH ,. FEET ~5.0 1-10.0 CASINO BlOWB PER FOOT IAMPt.EA BLOWS PER I INCHES 9 8 4 3 .,_15,0 1---+-----1 >-20.0 1---+-----1 SAMPLE SAMPLE NUMBER DEPTH RANCE 9.0 S1 - 11.0 HAMIIEAWT ........ / 140 Iba,, / R. Bolich HAMMER ••u. -i' , 30 In. / .....,_ 4.5 Feet .... -- ' AELD CLASSIACATION AND REMARKS SJLIY GRAVEL fGWl Fill, reddish-brown. moslly fine lo coarse gravel, little clay, traca medium sand, dry, OVA= 0-3 ppm, slight petroleum odors, no visible staining on cuttings except from 8·11 feet where visible gray to black oil staining was encountered. -ALL MATERIAL- ------ SJLIY SAND fSMl Medium dense, brown, dry, mostly line to medium sand, some silt, little clay, bottom 3" of sa"'4)Ie = gray oil stained sand, traca fine gravel, moderate petroleum odor. saturated with oil and water. OVA \!,!,0_!:~ h~dspaca_:4ppm,;_ _______ _ SJLI WITH GRAVEL /ML) Medium dense, loose, reddish brown, mostly silt, little fine to medium rounded quartz gravel, little medium sand, traca clay, moist, medium s1iff. OVA readings a 0-2 ppm, slight petroleum odors on cuttings, no visible staining. -MIDDENDORF FORMATION- -------------- . BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. ICOIIPONENT % GROUND WATER ABBREV . •·• 5-10 11 .JD 11-50 ... VER'I l.008E Looe& IIEDIUII DENSE -VERVDENBE ··• , .. •·• I• 15 11-JD "· VERV SOFT SOFT_, MEDIUM STIFF STIFF -,, YEAYITIFF HARO I SPUT 8P00N MOlllU SO· 10lN. WD • WHLE DAWNQ T TUBE SOIE 3D-4fi NE. NOT ENCOUNTERED U UNDISTURBED PISTON UffL£ 11 • 2ft. UR • NOT READ 0 GRAB~ FEW I• MP11, 1-=...;.;.;...;;;;..;_ ___ -j X OTHER TRACE en, "" NO RECOVERY BORING NO. MW~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 I I I I I I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. MW-8A CONSULTANTS . PAGE 2 OF 4 DEPTH CASll"3 &AMPl.£R llo\MPI..E ""111'\.E IN II.OWi II.OWi NUllll£R DEPTH FIELD CLASSIFICATION AND REMARKS FUT ... ... RANGE FOOT IINCIEI SILICMLI Soft to medium stiff, light yellowish-brown to reddish-brown, slightly moist. mostly silt, trace clay, trace line gravel, OVA readings on cuttings = 0-1 ppm, slight petroleum odor, no visible staining. -GRANITE RESIDUUM- ..... 2,.0 '-30.0 . ..-35.0 Note: Moisture content of cuttings increasing -probable water table at 36 feet. i-40.0 i-45.0 BLO" •Pl 0 DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT% GROUND WATER ABBREV. •·• YERYl.008E .. ' VERY SOFT • IPUTSl'OON MOITL Y SO -1(1ft. WD-WHUDAWNQ I• 10 LOOI& 3·.4 SOFT T TlJBE .,_ ,0.41,i, ,_ • NOT ENCOUNTERED 11-30 IIEDIUM DENSE ' .. MEDIUM STIFF u UNDISTURBED PISTON UTTLE 11·25'1o UR. NOTREAD 31-50 -t-15 STIFF Q QRABIWIPU! FEW .. ,.,. 51+ .... .._ 11 • lO VERY STIFF I OTHER TRACE -BORING NO. MW-BA 31+ HARD NA NO RECOVERY 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 I I I I I I I I I I I I I RISIRRINE Hill■ ENVIRONMENTAL TEST BORING REPORT BORING NO. MW-6A CONSULTANTS PAGE 3 OF 4 DEPTH CASING ........... SAIIPU SAIIPU IN Bl.0W9 II.OWi NUIIBEII DEPTH AELD CLASSIACATION AND REMARKS FEET PEA PEA RANGE FOOT IINCHU Saprolrte. -so.o ~55.0 ~60.0 -65.0 ,-70,0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT% GROUND WATER ABBREV. ·0.4 YERYL008l .. , YERYSOfT • SPUTIIPOON 1108Tl Y 50 • 10D'II, WO • wtlLE DAIWNQ 5-10 L008E ' .. SOFT T T\JIIE SOIIE 30.41,a, NE • NOT ENCOUNTERED ,, • 3D MEDIUM DENSE •·• UEDIUII STIFF u UNDtSTVRBED PISTON Um.Ji 11 • 2511o UR • NOT READ H-50 DEHIIE • • 15 STIFP Q GAABSAIFU F£W 5 • 10'II. ... YEAYOE.NSE 11-30 VERY STIFF I OTHER TRACE ..... BORING NO. MW-6A "· HARO NII NO RECOVERY 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 I I I I I I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. MW-SA CONSULTANTS PAGE 4 OF 4 DEPTH CASING IWIPWI IWIP\.E ~AIIIU , IN IIL0WI IL0W9 NUIIBEA DEPTH FIELD CLASSIFICATION AND REMARKS F .. T PSI PSI RANGE FOOT IINCHEI Greenish grey granite, abundant chlorlte, little biotlte, well E~aet preserved granitic texture with feldspar phenocrysts. ' -PARTIALLY WEATHERED ROCK-'---- --- - - ---- --- ' ,-75.0 Note: Used air hammer to drill from auger refusal (74 feet) to 77.5 feet. BOTTOM OF EXPLORATION COMPLETED AT n.s FEET. -80.0 .-85.0 .-90.0 HOO.O BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT% GROUND WATER ABBREV. •·• YERYLOOSE .. , VERY SOFT • SPUTlll'00N IIIOITLY SO -1cm.. WO· wtlLEDAWNQ I• 10 L008E , .. SOFT T TU8E 10111 ,. __ NI! • NOT BCOUNTEAED 11 ·30 MEDIUIIDEJrCSE 5. I MEDIUII STIFP u UNDISlVRBED PISTON um.a 11-29'11. UR -NOT READ 31-50 DENE I• 15 STIFF a aRASIIAIIPLE F£W •·-... .......... U, .)O VERY STIFF I OTHER TRACI! .... BORINONO. MW-SA 21+ HARO NII NO RECOVERY 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 I I I I I I I I I I I I I ENVIRONMENT AL TEST· BORING CONSULTANTS REPORT BORING NO. MW--09 PROJECT: MACON/DOCKERY RI .PHASE II CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE JOB NO: G-9168 ~ONTRACTOR: GROUNDWATER PROTECTION, INC. PAGE NO: 1 of 3 EQUIPMENT USED: DIEDRICH 0-120 LOCATION: u~;• Macon GROUND WATER DEPTH TO: (N.) CASINO SAIIPU!R CORE ELEVATION: 25(:: 1111 f.1!~ ...•.. DATE START: 8-8-90 DAt:E -••FTE WATER BOTTOM BOTTOM TYPE HSA s '/ DA TE FINISH: 11=6=!111 COIIP OF CASINO Of' HOl£ DRILLER: M. McConahex --SIZE ID 4 1/4 In. 1 3/8 In. ✓-.... PREPARED BY: D. Anderson HAUMERWT ....... / 140 lbs • ...... ,,, -HAIIMERFAU /' ....... 30 In. / ...... DEPTH CASIHO SAMPLER SAIIPIJS SAMPI.E IN OLOWS OLOWS NUMBER DEPTH AELD CLASSIFICATION AND REMARKS FEET ... . .. RANGE FOOT I INCHES No splrt spoons taken before 4.0 feet. Cuttings are fill, red-brown silty line sand (SM) 6 3.5 SILD'. SAt:IC! (SMl 6 S1 .. Medium dense, red-brown, moist, mostly fine sand, some silt. --s.o 8 5.0 trace clay, slightly stained. -ALL- .. 9 8.5 SILD'. SAt:IC! (SMl -10.0 9 S2 .. Same as above 7 10.0 ·ALL- 13.0 Feet --- - - -- -- - - - -- - -- 15 13.5 8 S3 -SAt:IC!Y QLAYEY SILI (MLl Very.stiff, orange-red, moist, mostly silt, few clay, few clay, few line 3 15.0 --15.0 to medium sand, low plastlcrty. -GRANITE RESIDUUM- 16.75 Feet --- - - - - ---- - - - --- QLAYEY SILI (MLl 4 18.5 Stiff, orange-red, yellow-tan, moist, mostly silt, few clay; low 4 7 S4 .. plasticrty. -GRANITE RESIDUUM--20.0 II 20.5 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID.· COMPONENT -. GROUND WATER ABBREV. •·• VEA'YLOOSE •·• VERY SOFT . • SPUT8P00N 1108TLY 911.1 .... WD-wtll.EDIILUNCI 5. 10 L0081 •·• SOFT T TUBE .... .., __ NE • NOT ENCOUNTERED 11-30 MEDMII DENSE •·• lilEDIUII STIFF u UNDlllVRBED PISTON UTT\J! , .... UA • l«>T READ J1 -50 .... •· ti STIFF Q QRAllll&MPU F£W •·-... ......... 11-30 VERY ITIFF I OTMEA ~ .... BORING NO. MW--09 "• HARO '"'""- 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 I I I I I I I I I I I I I i~ BORING NO. ~-ENVIRONMENTAL TEST BORING REPORT MW--09 ;fffi■coNSULTANTS PAGE 2 OF 3 D£l'TH CAIIINQ ,..__.A .._. ,..__. IN BL0W9 ........ NUIIIIER DEPTH AELD CLASSIACATION AND REMARKS FEET PER PER RANGE FOOT IINC>EI t-20.0 . 3 23.5 CLAYEY SILT CML) 4 S5 -Stiff, orange-brown, yellow-tan, black, moist, mostly silt, few clay, low plasticity saprolite. · ,-25.0 5 -GRANITE RESIDUUM-7 25.5 10 28.5 CLAYEY SILT CMLl-8 S6 .. Very stiff, same as above, with little clay. ,-30.0 9 11 30.5 ·GRANITE RESIDUUM- 9 33.5 CLAYEY SILT CML) 9 S7 .. Same as above wrth trace fine sand. t-35.0 11 35.0 -GRANITE RESIDUUM- CLAYEY SILT CML) 8 38.5 7 S8 -Same as above -GRANITE RESIDUUM- t-40.0 10 40.0 CLAYEY SILT CMLl Very stiff, gray. tan. moist, mostly silt, little clay, trace fine sand. low to moderately plastic. saprolrte. 42.0 Feet -GRANITE RESIDUUM--- - -- - --- - ----- - - - SAHl:IY SILT CML) 13· 43.5 Very stiff, gray to ollve gray, wet, mostly silt, little fine to medium 11 S9 -sand, trace clay, occasional thin layers of stained soil, saprolrte. 12 45.0 -4S.O -GRANITE RESIDUUM- BLOW.:i ·,. D= " BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT% GROUND WATER ABBREV. •·• VERYL001E •·• VERY90FT • 9"UTlll'00N IICeTLY 50 °11XP11, WD • wtlLE DAIWNQ 5• 10 L008E •·• 90FT T TUBE 80IE ....... N& • NOT ENCOUNTERED 11 •30 IEDIUMDENae •·• umu1l'anFF u UNDSTUABED PISTON UTTU! 11 • 211'1, UR· NOT READ 31-50 -•· 11 ST1Ff Q QRA81AWU F£W l-10'W. ... VERY.,._ , ... VERY STIFF I OTHER TRACE ..... BORINONO. MW--09 ... HARD ,_NORECCMIIY 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 I I I I I I I I I I I I I :i:~ BORING NO. fi■ENVlRONMENTAL TEST BORING REPORT MW-09 flfil!■coNSU L TANTS PAGE 3 OF 3 DEPTH CA!MNQ ......... ........ ""'""' IN IILOWI llOWS NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET PEA PEA ...... FOOT I INCHES -45.0 10 48.5 lillf:112)'. lilLI (MLl 10 S10 -Very stiff, yellow, brown, wMe, wet, mostly silt, little fine to '-50,0 18 50.0 medium sand. sapro_lrte. BOTTOM OF EXPLORATION COMPLETED AT 50.5 FT. L--55.0 . --60.0 '-65.0 '-70.0 BLOY'5/FT. DENSITY BLOY'5/FT, CONSISTENCY SAMPLE ID. COMPONENT% GROUND WATER ABBREV. •·• VEAYLOOIE •·• VERY SOFT • S,UTSPOON MCen.Y SD• 100.. WD • MILE DIIWNQ 5• 10 LOOSE , .. SOFT T T\181 SOME ,. __ NE · NOT ENCOUNTERED 11 • 30 MEDIUM DENSE •·• MEDIUM STIFF u UNDISTURBED PISTON UTTL£ 11°2ft. UR· NOTREAD 31 •50 DENSE I· 11 STU'• a QRASSAWU! FEW s-10.. ... YBIYDEN81 11·30 VERY STIFF I OTHER TRACI! .... BORING NO. MW-09 "· HARO Ill IO)AECOVERY 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 I I I I I I I I I I I I I ;i\ilSIRRINE Ii&i■ ENVIRONMENTAL TEST BORING REPORT BORING NO. MW-10 CONSULTANTS PROJECT: MACON/DOCKERY RI .PHASE I CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE JOB NO: G-9168 CONTPIACTOR: GRAHAM & CURRIE WEU DRILLING CO. PAGE NO: 1 of 3 EQUIPMENT USED: QUIKDRIUBO LOCATION: Ugfli'!r Macon GROUND WATER DEPTH TO: (H.) CASINO SAMPLER .. ~~!, ELEVATION: 2-:1.,s II. DATE START: 10-25-89 OATIS Hal AFTEI WAllSA BOTTOII BOTTOII TYPE HSA s I'-../ DATE FINISH: l l ·Cl ·Bll COUP OFCASNG Of'HOlE DRIUER: W. Brower SIZE ID 3 1/4 In. 1 3/8 In. / " PREPARED BY: M. Sheehan HAIIIIERWT ,.,,, 140 lbs. ,,,,, HAUUERFAU ~ ' 30 In. /'- DEPTH CASIHO SAIUUA IAIUU SAIUU IN Bl.OWi 81.0WS NUIIBEA DEPTH FIELD CLASSIFICATION AND REMARKS FEET PEA PEA RANGE FOOT I INCHES I I No Sample Taken Cuttings are Silt Wrth Sand (ML) ·, .. :. ~· ~5.0 SILI WIIll SAtlt! (ML! 6 5.0 Loose, reddish-brown, moist, mostly silt, some fine sand, lrttle 4 Sl -clay. Sand is rounded quartz. 5 6.5 -MIDDENDORF FORMATION- t---10.0 eQQBLY laBAt!Et! SAtlt! Willi SILI Atlt! la BAil EL !SW·SMJ 11 10.0 Dense, reddish-brown, dry to slightly moist, mostly fine sand. some 11 S2 .. medium sand, little gravel, few silt. Sand is rounded quartz, gravel 19 11.5 is well rounded quartzrte and is localed in bottom 1/3 of sample. -MIDDENDORF FORMATION- .... 15.0 15,Q • l!i,5; WELL laBAt!Et! SAt:!!1 (SWl 6 15.0 Dense. reddish-brown, moist, mostly medium sand. some lirie 11 S3 .. sand, few coarse sand. Sand is subangular quartz. 19 19 17.0 l!i,5 • lZ,Q; SILIY SAt:112 (SMl Reddish-brown, moist, mostly fine sand, some silt. -MIDDENDORF FORMATION- .... 20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT~ GROUND WATER ABBREV. ••• VERY LOOSE .. , VEA'f SOFT • SPUTSPOON IIOS n Y 50 • 100'Wo 9'D -MILE DAILUNQ s-10 L008E , .. SOFT T T\JBE SOIIE 30 •• s .. NE • NOT ENCOUNTERED 11-lD MEDIUIIDEHSE •·• MEDIUM STIFF u UNOOITlJABEO PlSTON LITTLE 15 .25 .. UR • NOT READ :a, .50 DENSE 1-15 SnFf Q ORAB SAMPLE FEW 5 • lO"II. ... VERY DENSE ·•· :JO VEAY STIFF X OTHER TRACE ..... BORING NO . MW-10 "· HARO NR NO AECOVEA"f 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 I I I I I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. MW-10 CONSULTANTS PAGE 2 OF 3 DEPTH CASING SAMP\.EA SA""'-£ js,UIPLE IN BLOWS BLOWS NUIIBEA DEPTH AELD CLASSIACATION AND REMARKS FUT .... .... RANGE FOOT I INCHES I I No Sarrl)le Taken Increase in penetration rate at 20 ft. -25.0 SILT WITH SAND <MU ~ 25.0 9 S4 -Medium dense. mottled orange-brown. dry. mostly silt. linle ·~ 26.5 medium sand; well preserved relict porphoritic. medium grained, hypidiomorphic-granular fabric. Potassium feldspar phenocrysts. Saprolite. -GRANITE RESIDUUM- -30.0 5 30.0 SILT WITl:l SAND fMLl 9 S5 -Medium dense, mottled orange-brown, dry to very slightly 15 31.5 moist, mostly silt, linle medium sand, few clay; well preserved relict porphorhic, medium grained, hypidiomorphic-granular fabric. Saprolite -GRANITE RESIDUUM- -35.0 SILT WITl:l SAND fMLl 35.0 6 9 S6 .. Medium dense, mottled orange-brown, slightly moist, mostly 12 36.5 silt, little medium sand, few clay; moderately preserved relict porhorhic, medium grained, hypiomorphic-granular fabric. Saprolhe. Circulation loss at 36 to 40 ft. -GRANITE RESIDUUM- . -40.0 6 40.0 SILT WITl:l SAND fMLl 8 S7 .. Medium dense, mottled orange-brown, slightly moist, mostly 14 41.5 silt, some medium to fine sand, few clay; moderately preserved relict porphoritic, medium grained, hypidiomorphic-granular fabric. Partially weathered pink potassium feldspar phenocrysts. Saprolhe. -GRANITE RESIDUUM- -45.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. II " GROUND WATER ABBREV. •·• VERY LOOSE .. , VERY SOFT • $PUT SPOON MOSTLY 50 0100... WO. WHILE DRILLING 5-10 LOOSc , .. SOFT T TUii£ SOME :JO 0 4S"W,. NE • NOT ENCOUNTERED 11-:JO MEDIUM DENSE •·• MEDIUM STIFF u UNDISTURBED PISTON Um.E 15 .25-., UR · NOT READ 11-50 DENSE 1-15 STIFF Q QAABSAMP\.E FEW 5 -tO'li. ... YEAYOENSE 11-30 VERY STIFF X OTHER TRACE .... BORING NO • MW-10 "· HARD NII NO RECOVERY 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 I I I I I I I I I I I I I ENVIRONMENT AL TEST BORING REPORT BORING NO. MW-10 CONSULTANTS PAGE 3 OF 3 DEPTH CASING ........... SAMA.£ SAIIPU IN BLOW& BLOWS NUIIBEA DEPTH FIELD CLASSIFICATION AND REMARKS FEET PER PER RANGE FOOT IINCHEI I I No Sa"rr'4)Ie Ta ken L--50.0 SILT WITH SAND /MU • 50.0 Medium dense, mottled reddish-brown, moist, mostly silt, little A 58 -·~ 51.5 medium sand, few clay; well preserved relict porphoritic, medium grained hypidiomorphic-granular fabric. Partially weathered K-spar, highly weathered plagioclase (white). Saprolite. -GRANITE RESIDUUM• '-55.0 I I No Sample Taken. . $I!.I WIIH SAND IMl.l 5 58.5 Medium dense, mottled red.dish-brown, very moist, mostly silt, 10 59 -some fine sand, little medium sand, trace clay. Feldspars less L__.__60.0 60.0 14 weathered than above. Saprolite. -GRANITE RESIDUUM- BOTTOM OF BOREHOLE COMPLETED AT 58.5 FEET L-65.0 Note: 0-12.5 fl. drilled using 6.25 inch I.D. hollow stem augers. 12.5-58.5 fl. drilled using 9 inch tri-cone roller bit, wash/mud rotary method. L-70.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. ' GROUND WATER ABBREV. •·· VERY LOOSE 0-2 VERY SOFT s SPUTSPOON UOSTl Y 50 • 100",I, WO · MILE DRILLING 5-10 LOOSE ' -. SOFT T "'"" SOME XI -45"Jti, NE . NOT EHCOUNTEAED 11. lQ MEDtUII DENSE 5 - • MEDIUM STIFf u UNDISTURBED ASTON LITTLE 15-25'1i. UR • NOT READ . 31 .50 DENSE 9 • 15 STIFF C GRAB SAMPLE FEW 5 • 10'W. "· VERY DENSE 16 • JO VERY STIFf l OTNEA TIIACE .... BORING NO. MW-10 "· HARO NR NO RECOVERY 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 I I I I I I I I I I I I I IIISIRRINE {~■ 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 ::ONTRACTOR: GRAHAM & CURRIE WELL DRILLING CO. PAGE NO: 1 of 3 EQUIPMENT USED: OUKDRILL 80 LOCATION: U11~r Macon GROUND WATER D£Pllj TO: (fl.) CASING SAMPLER CORE ELEVATION: -§."ff. ·---· DATE START: 11-03-89 DATE NASAFTES WATER BOTTOM BOTTOM lYP£ HSA s '-../ DATE FINISH: l 1-07-89 COUP OF CASINC ~HOU / ........ DRILLER: W. Brower SIZE ID 3 1/4 In. 1 3/8 In. PREPARED BY: M. Sheehan HAIIIISI WT ......... ./ 140 lbs. ,,,,, HAMMER FlU. ,,,,, 30 In. ,,, ...... DEPTH CASINO SAUl'l£R ........ SAMPI.JS IN BLOWS BLOWS NUIIBEA DEPTH AELD CLASSIACATION AND REMARKS FEET PEA PER RANGE FOOT I INCHES 7 I No Sa~le Taken Cuttings are Silt With Sand (ML) . '-5.0 SIL! WIIJ::t SAt:112 !MLl 4 5.0 Loose, darl< reddish-brow_n. 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• ~,o.o SIL! WII!:t SAt:112 !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- L-15,0 WELL QBAl2E12 SAt:112 WII!:t QBAllEL (SWl 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- L-20,0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT~ GROUND WATER ABBREV. •·· VERY LOOSE •·• VEAYSOn s SPUTSPOON MOST\.Y 50. 1D0'1', WO • WltLE DRILUNC s. to LOOSE , .. son ~\ T TUBE SOME 30.45 ... NE • NOT ENCOUNTERED 11-30 WEIMUII DENSE •·• MEDtUM SflFF u UJOSTURSED PISTON LITTLE 15.25,. UR • NOT READ 31 • 50 DENSE t-15 STIFF 0 CRAB SAIIPU FEW 5 • 10'W. ... VERY DENSE 11-lO VERY STIFF X OTHER TRACE -BORING NO. MW-11 ,,, HARD NA NOAECOVEAY t I II II II II II 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 I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. MW-11 CONSULTANTS PAGE 2 OF 3 DEPTH CASIIG SAMPUR SAMP\.E bAMPlE IN BlO"" BLOWS NUll8£A DEPTH FIELD CLASSIFICATION AND REMARKS FEET PEA .... RANGE FOOT I INCHES rn 20.0 17 -EA! CLAY Willi lilltll2 (CH! S4 Dense, mottled light gray and orange-brown, vary slighlly 23 21.5 moist. mostly clay, few to little medium to fine sand. Sample is highly cohesive, orange-brown portions have little fine sand. -MIDDENDORF FORMATION- L-...25.0 LEAN CLAY WIIH SANJ:2 ICU • 25.0 f; SS -Medium dense. finely mottled light gray. reddish-brown. and R 26.5 orange brown, moist, mostly clay, some silt, little to few fine sand. Sample is moderately cohesive and has poor relict medium grained hypidiomorphic granular fabric. Saprolite. -GRANITE RESIDUUM- ~30.0 SJLI (MU 6 30.0 9 S6 -Medium dense. finely mottled maroon, yellow-brown, and gray, 14 31.5 moist, mostly silt, few fine sand, few clay; moderately preserved relict medium grained hypidiomorphic granular fabric. Saprolite. -GRANITE RESIDUUM- ---35.0 No Sample Taken. 1/ V ..... 40.0 5 40.0 lilLI (ML! 8 S7 -Medium dense, reddish-brown, moist. mostly silt, little clay, few 10 41.5 fine sand; moderately preserved porphorilic, medium grained hypidiomorphic granular fabric. Saprolite. Phenocrysts are microcline. -GRANITE RESIDUUM- '-45.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. " , GROUND WATER ABBREV. •·• VERY LOOSE .. , VERY SOFT • SPUTSPOON MOSTlY 50. t()Q"t. WO · WHILE DRIWNG 5-10 LOOSE , .. SOFT T TUIIIS SOME 30.4.5,r. NE • NOT EHCOUMTEAEO 11 ·lO MEDIUM DENSE •·• MEIMUM STIFF u UNDtSTIJRBED PISTON UTTLE 15.25,i. UR· NOTREAO 31-50 OEHSE •• 15 STIFF G GRAB SAMPl.E FEW 5-10.. ... VERY DENSE 11 .30 VERY STIFF X OTHER TRACE ..... BORING NO. MW-11 '1+ HARD NR NO RECOVERY II II II II II 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 I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. MW-11 CONSULTANTS PAGE 3 OF 3 DEPTH CASI,_, SAIIPI..ER .......... SAMPLE IN Bl.OW& 81.0WB NUll8£R DEPTH FIELD CLASSIFICATION AND REMARKS FEET ... P£R ....,E FOOT I INCHES 45.0 SJLI IMLl T1 -Reddish-brown. moist, mostly silt, lrttla clay, law line 46.75 sand; moderately preserved porphoritic, medium grained, hypidiomorphic-granular fabric. Saprolite. -GRANITE RESIDUUM- L..50.0 SJLI IMLl • 51.0 ,n S8 .. Medium dense, reddish-brown, moist, mostly silt, lrttle clay, few .. 52.5 line sand; moderately preserved porphoritic, medium grained hypidiomorphic granular fabric. Saprolite. -GRANITE RESIDUUM- L-55.0 BOTTOM OF BOREHOLE COMPLETED AT 51.0 FEET Note: 0-12.0 It. drilled using 6.25 inch I.D. hollow stem augers. 12.0-51.0 It. drilled using 9 inch tri-cone roller brt, wash/mud rotary method. L-60.0 ' L..65.0 '-70.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. ' GROUND WATER ABBREV. •·• VEAY LOO$£ .. , VERY SOFT s SPUTSPOON IIOSTI.Y 50. 100"11,, WO . WMLE OFIILUNG 5-10 LOOSE ' .. SOFT T TlJBE SOME l0-45'11,, NE • NOT ENCOUNTERED 11 -XI MEDtUII DENSE ' .. MEDIUM STIFF u UNotST\JRBED PISTON LITTLE 15-25"" UR • NOT READ 31-50 DENSE e-ts snn: G OAABSAIIPL.£ FEW 5-10'II. ... VERY DENSE us. JO VER't' STIFF . X OTHER TRACE .... BORING NO. MW-11 "· HARO NA NO RECOVERY I I I I I I I I I I I I I I I I I I I ENVIRONMENT AL TEST BORING REPORT BORING NO. P-11A CONSULTANTS PROJECT: MACON/DOCKERY RI -PHASE II :LIENT: MACON/DOCKERY SITE STEERING COMMITTEE JOB NO: G-9168 CONTRACTOR: GROUNDWATER PROTECTION, INC. PAGE NO: 1 of 2 EQUIPMENT USED: FAILING SPEEDSTAR LOCATION: ~~•Macon OAOUND WATa, DEPTH TO: (It.) CASING SAMPLER CORE ELEVATION: z--.:: leet ~~~ . .. ........ DATE START: 7-23-90 DATia ◄AS AFTE WATER BOTTOM BOTTOM TYPE HSA s '-./ DATE FINISH: Z·Z3·9Q COMP OF CASING Of' HOlf DRILLER: T. Tabor ----SIZE ID 4 1/4 In. 1 3/8 In. /' PREPARED BY: D. Anderson HAUUERWT , ....... 140 lbs. '/ --HAMMER FALL ,,,. ...... 30 In. / ' DEPTH CASIHO SAIIP\.EA SAIIPU SAMPI..E IN BLOWS BLOWS NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET PEA PEA RANCE FOOT I INCHES Straight dnll to 55 feet before sampling. See adjacent bonng MW-11 for li1hology to 55 feet. -55.0 14 55.0 SILTY CLAVfCLI 18 S1 -Hard, brown, grey, pink, moist, mostly clay, some 15 silt, little fine sand. 19 57.0 -GRANITE RESIDUUM- 58.0 Feet ----- -- - - -- --- ---- L-60.0 7 60.0 SAtll2Y cuy1;y SILI (ML) 10 S2 .. Very stiff, tan and brown, moist, mostly silt, some 15 61.5 clay, some fine sand, also fine to medium sand seams, saproli1e. -GRANITE RESIDUUM- 64.0 Feet .... - - -- - -- - -- -- - -- 1-es.o 8 65.0 SAtll2Y SILI (MLI 28 S3 -Very hard, brown, tan, gray, moist, mostly silt, 50/5 In. 66.5 some fine sand, few clay, saproli1e. Contains fine to coarse sand layers. -GRANITE RESIDUUM- 68.25 Feet L.. -- - - - - - - -- - - - - -- '-10.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT , GROUNDWATER ABBREV. •·• V ... L0081! ··• VERY 90fT I SPUTSPOON 11108Tl'f 50-1--. WD. wtlLE DIILUNQ I• 10 L008I! •·• SOFT T TUii! ~ ,. __ NE • NOT ENCOUNTERED 11 • 30 IIEDIUII DENSE •·• MEDIUM STIFF u UNDtllTURBED PISTON UTTI.E 15-~ UR· NOTAEAD )1 .50 -t-11 STIFF Q ORAi IAMPl£ FEW ,_,.,.. ... --11•» VERY ITIFF I OTHER TRACI! .... BORING NO. P-11A ... HARD NA NO RECOVERY I I I I I I I I I I I I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. P-11A CONSULTANTS PAGE 2 OF 2 DEPTH CASINO IIA-.EA IIAIIPUS BAIIPI..E IN lll0WII 81.0WB IOJll8£R DEPTH AELD CLASSIACATION AND REMARKS FUT ... .... RANGE FOOT IINCHEI 27 S4 70.0 SILTY SAND ISM) .. 50/2 In. 70.6 Partially weathered rock. very dense, brown, tan, grey, moist, mostly fine to medium sand, some silt, trace clay, saprolrte. -GRANITE RESIDUUM- ,-75.0 ~ 75.0 SILTY SAND ISM) 30 S5 -Partially weathered rock, very dense, brown, tan, pink, moist, 50/2 In. 76.3 mostly fine to coarse sand, some silt, saprolrte. -GRANITE RESIDUUM- -ao.o 50/5 In. S6 80.0 SILTY SAND ISM) 5011 In. sii.5 Partially weathered rock, very dense, brown, tan, pink, moist, mostly fine to coarse sand, some silt. -GRANITE RESIDUUM- .... 85.0 16 85.0 SILTY SAND ISM) 30 S7 .. Partially weathered rock, very dense, moist grey, black, white, 50/1 In. 86.1 mostly fine to coarse sand, some silt. BOTTOM OF EXPLORATION COMPLETED AT 87.0 FEET. .... 90.0 -BLO-~PI, DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. ~ GROUND WATER ABBREV. YERYL008E .. , VERY SOFT • SPUTBPOON IIOll\.'f' IQ • 1CID"lli, WO· wttLEDflWNO •·· SOFT T TUBE B0IIE ,. __ NE -NOT ENCOUNTERED 5-10 LOOBI! , .. ME.CNUII STIFF u UJOSTUABED ASTON UTTLE 11-211!. UR· NOT READ 11 •lO MEDIUM DENSE ' .. 31 · 50 DENS& 9 · 15 STIFF a GRA8SAIIPI.£ FEW 5 • IO'lo ... VERY DENSE 11 · XI VERY STIFF I OM!R TRAC& ..... BORING NO. P-11A "· HARD NA NO RECOVERY I I I I I I I I I I I I I I I I I I I ENVIRONMENTAL TEST BORING CONSULTANTS REPORT BORING NO. MW-12 PROJECT: MACON/DOCKERY RI· PHASE I CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE . JOB NO: G-9168 :::ONTRACTOR: GRAHAM & CURRIE WELL DRIWNG CO. PAGE NO: 1 of 2 EQUIPMENT USED: QUIKDRILL 80 LOCATION: Ue~r Macon GROUND WATER DEPTH TO: (ft.) CASINO SAMPLER .. ~~~. ELEVATION: ~-~~ fi, DATE START: 11-15-89 DAna --•= WAn.A 80TTOM BOTTOM TYPE HSA s '-./ DATE FINISH: l l·Hi::Bll COMP OF CASING OfHOlE DRILLER: W. Brower SIZE ID 3 1/4 In. 1 3/8 In. 7"' PREPARED BY: C. Rowan HAMIIERWT ....... / 140 lbs • ,.,, HAMUERFAU I/', 30 In. 7--._: DEPTH CASINO SAIIPUR IWIPUS SAIIPI.£ IN 81.0WS Bl.OW& NUIIIIER DEPTH FIELD CLASSIFICATION AND REMARKS FEET PER PER AAHCE FOOT I INCHES / I No Sample Taken Cuttings are Sandy Clay to Clayey Sand (CL/SC) ..... 5.0 ~Alil2Y !;;LAY (!;;Ll 7 5.0 Stitt to very stiff. red, moist, some fine to medium grained 10 S1 subrounded quartz sands, low to non plastic quartz sands. 9 .. 10 7.0 · MIDDENDORF FORMATION- '--10.0 !;;LAYEY ~Alil2 !~!;;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- ..... 1s.o ~Alil2Y !;;LAY (!;;Ll 10 15.0 Hard, yellowish red and pale brown to pale yellow, saturated. 14 S3 -mostly clay, few fine grained subrounded quartz sand. Sample is 19 Fe stained and has 1/2 cm diameter quartz fragments. Sample has 29 17.0 relict porphyrrtic fabric. Saprolite. -GRANITE RESIDUUM- L-20.0 .. BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT, GROUND WATER ABBREV. •·• VERY LOOSE •·• VERY SOFT s SPUTSPOON MOSnY 50•100'III, WO • WMLE DRILLING 5-10 LOOSE , .. SOFT ~-T TUBE SOME JO.,U ... NE • NOT ENCOUNTERED 1t .JO MEDIUM DENSE •·• MEDIUM Sllff u UNIHT\IABEO PISTON Um..E 15·25"'-UR -NOT READ 31 • 50 DENSE I• 15 STIFF G GRABSAIIPl.E FEW 5. '°' ... YERYOENSE 11-ao VERY STIFF I OTHER TRACE ..... BORING NO • MW-12 21+ HARO NR NO RECOVERY I I I I I I I I I I I I I I I I I .... \IIIISIRRINE i)!\lffl■ ENVIRONMENTAL TEST BORING REPORT BORING NO. MW-12 CONSULTANTS PAGE 2 OF 2 DEPTH CASING SAMPUA SAMP\.E isAMPlE IN ... ows BLOWS IOJM8£R DEPTH AELD CLASSIACATION AND REMARKS FEET PER PER RANGE FOOT I INCHES • 20.0 SIILIY LEAH CLAY: WIIl:i El\I CLAY: !CL-Ctll 7 S4 -Very stiff, pale brown, moist. mostly clay, trace fine grained 9 quartz sand. Some portions of sample returns were very stiff, 11 22.0 very plastic fat clay. Sample has granrtic fabric. Saprolite. -GRANITE RESIDUUM-. ..... 2s.o Sl\HPY: CLAY: £CU • 25.0 R S5 Very stiff, yellowish red, mostly clay, few to little fine grained, 1A -subrounded quartz sand. Sample has horizontal and vertical "" 30.0 fractures filled wrth Mg and Fe staining. Some returns are 1/4 to 112 cm granrtic fragments. Saprolite. -GRANITE RESIDUUM- -30.0 SILIY Slit.IP !SMl en•-• Hard, brownish-yellow, saturated, mostly fine grained, , 11, .. S6 subrounded quartz sand, little to some sill. -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 . 1-40.0 . 1-45,0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. " .. GROUND WATER ABBREV. •·• VERY LOOSE .. , VERY SOFT • SPUTSPOON MOSTlY 50 • 100'Wi, WO -'MILE DAILUNO 5-10 LOOSE , .. SOFT T TUBE sou,; 30-"5¥. NE -NOT ENCOUNTERED 11 -30 MEDIUM DENSE •·• MEDIUM STIFF u UNDtSTURBED PISTON LITTLE 15-2$"11, UR • NOT READ 31-50 DENSE I• 15 STIFF G GRABSAIIPLE F£W s-1oi.. ... VERY DENSE 11-30 VERY STIFF • OTHER TRACE ..... BORING NO. MW-12 "· HARD NA NO RECOVERY I I I I I I I I I I I I I I I I I I I ENVIRONMENT AL TEST BORING REPORT BORING NO. MW-13 CONSULTANTS IPROJECT: IIIACONIOOCl(ERYRl-l'HASEI CLIENT: IIACONIOOCl(ERY SITE STEERING COMMITTEE JOB NO: G-9168 !CONTRACTOR: OROUNDWA TER PROTECTION1 INC. PAOENO: 1013 ~QUIPMENT USED: DIEDRICH D-120 LOCATION: Cower Macon QAOUNDWA'RR Ol!PTH TO: (It.) CA8IN(I -C0Aa ELEVATION: l&,;2 ~ Ml!~ .. ftft.0 DATE START: -l II DATE pqAr-1~ WATEJI IOTTOII IOTTOII TYPE HSA 8 '-./ DATERNISH: Z·lll::IHI cow OF CASING Of'HOU DRILLER: M. McConahe~ ---SIZE IO 4.25 In. 1 318 In. /" PREPARED BY: M. Sheehan HAMUEAWT ....... .,,, 140 lbs . ,/ HAIIUEA FALL / ....... 30 In. .,......._ DEPnl CASINQ .. IIPI.ER .. -.. SAMPU IN ILOW8 lll.0WII NUIIIIER DEPTH AELD CLASSIFICATION AND REMARKS FUT PER . .... ...... FOOT IINCHEB . No spilt spoons taken belora 4.0 feet. g 4.0 !.LAl'.El'. SAtll2l'. SILI (MLl 13 -Very still, light orange-brown to rad-brown, dry, mostly silt, -s.o S1 16 some fine sand, little clay, sarrple is slightly mottled. 27 6.0 -MIDDENDORF FORMATION• !.LAl'.El'. SAt112l'. SILI (MLl • 9.0 7 Same as S2, but silt content higher, mora reddish. ,-10.0 9 S2 --MIDDENDORF FORMATION- 13 11.0 Note: Quartzite cobbles at 12 tt. !.L.Al'.El'. SAt112l'. SILI (MLl • 14.0 10 Very stiff, light maroon, dry, mostly silt, some fine sand, little clay, .,..1s.o S3 -sample is finely laminated. , .. -MIDDENDORF FORMATION- 11 16.0 Note: Quartzite cobbles In cuttings !.LAl'.El'. SAtll2l'. SILI (ML> 6 19.0 11 Very stiff, light maroon, dry, mostly silt, some fine sand, little clay, -20.0 'S4 -sample is finely laminated. .YDDENDORF FORMATION- BLOWS,IFT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT 'II D WA 11:n ABBREV. •·• VSffL00111 •·• VERYIOfT I IPUT...,.. IIOllU •. ,_. Wll,WMI.I-.UG .... 1.00111 •·• SOFT T TUN ..,. ,. __ • • NOT ENCOUNTUID n-• IIEDIUM-•·• MEJJIUII lllFF u UtDSTUABED PISTON um.a , .... UA • NOT READ H ■m -•· 11 STIR' Q _.._. -•--... --, ..• VERYITff I OTIER .,,.... -BORING NO. MW-13 . 11• HARO IOINQRECCMll'f I I I I I I I I I I I I I I I I I I I BORING REPORT BORING NO. MW-13 .ENVIRONMENTAL TEST CONSULTANTS PAGE 2 OF 3 Dll'Tlt CA81NG IAIIPUll ~ 9AIIPU IN ...... ...... -DEl'TM FIELD CLASSIFICATION AND REMARKS FUT ... ... RANGE FOOT ·---20.0 " S4 . 22 21.0 12 24.0 No .sample recovered, spoon plugged off by quartzite cobbles. -25.0 12 S5 Moisture In cave in soil. 12 . 15 .,.. n 15 29.0 Same as S5. u -30.0 18 sa . , ~• n ., 34.0 -35.0 7 S7 . Lilesville Granite Saprolite 10 16 ~An Note: Softer drilling at 37. ft. a 39.0 9 LIiesviiie Granite Saprollte ,-40.0 10 S8 . 1: 41.0 7 44.0 LIiesviiie Granite Saprollte, very moist B S9 . -41.0 45.5 l .... _aw~ ,. ~ .. ~-CONSISTENCY :.-.a•PLE ID • ~ GROUND -A I !'!Pl ABBREV. •·· ..... ..-•·• ..,...,.. • IPUTlll'OCII .. n., ..... WD • WHILE DIIUJIIJ 1-10 ..-•·• aon T 1UN ..,. ,. __ tE . NOT Bl:OUlffEAED 11· ... IIEDIUIII.._ •·• MEDIUM llff u UNlll1UABED PISTON um.a , .... UR· NOTAEAD 31 ·• -•· 11 sn~ Q _....._. -•·-••• --••·• ..,..ITlfl' I 0---BOAINONO. MW-13 ••• -•110- I I I I I I I I I I I I I I I I I I ·/ ..;:;:::: .:■ENVIRONMENTAL lllcoNSULTANTS DEPTH CASING SAUPI.ER IN ll.OWI BLOWI FUT .... .... FOOT I INCHES -45.0 16 .-50.0 17 23 12 12 18 -1111.0 -eo.o .-es.o -70.0 BLOW> I, DENSITY •·• YERYL008E .... L008E t1 -• IEDIUIIIDENIE. 11 •ID DENSE ... -- BORING NO. TEST BORING REPORT MW-13 PAGE 3 OF 3 IWIP\.E SAIIPI..E NUIIBEJI DEPTH FIELD CLASSIFICATION AND REMARKS RANGE 47.25 Feet -- - - - -- -- - - - ---- - - SAtl12X SILI !MLl 49.0 Dense, light brown to reddish brown, moist, stiff, mostly silt and some S10 . medium sand, LIiesviiie Granite Saprollte, very weathered, feldspars 50.5 (rncroclines) present -GRANITE RESIDUUM- • ,!1,!!~.:.... - - - --- - - - - - - - - 53.0 SILIX SAHl2 (SM\ S11 . Medium dense, orange brown, moist, mostly fine sand, sorre silt . 54.5 -GRANITE RESIDUUM- SILIX SAtll2 !SM} 58.0 Mottled brown, black white and pink, wet, mostly fine sand, TI . some silt, LIiesviiie Granite Saprolite-very prominent relict 59.5 fabric. -GRANITE RESIDUUM- ' BOTTOM OF EXPLORATION COMPLETED AT 62.5 FEET . BLOWS/FT. CONSISTENCY SAMPLE ID. ,_ GROUND WATER ABBREV. •·• VER'flOFT I IPUTll'OCII 1101n. y ., • fOO'li, WO-WtlUDRIWNO •·• """ T TUBE .,_ ........ NE • NOT ENCOUNTERED •·• ldEDIUII ITR u UNDISTURBED PISTON IJTTLE 11 • ...-. UA • NOTA£AD I· 11 STIR' Q QRABIIAIIPI.E FEW •--..... VERYIITW I OTHER lllACE .... BORING NO. MW-13 ... -lilt NO RECOVERY I I I I I I I I I I I I I I I I I I I ENVIRONMENT AL .. CONSULTANTS TEST BORING REPORT BORING NO. MW-14 PROJECT: MACON/DOCKERY RI .PHASE 11 CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE JOB NO: G-9168 CONTRACTOR: GROUNDWATER PROTECTION, INC. PAGE NO: 1 of 2 EQUIPMENT USED: DIEDRICH D-120 LOCATION: Lower Macon GROUND WATER DEPTH TO: (ft.) CASINO SAMPi.ER _ ~~-ELEVATION: , zs.sa 1111 Mlle DATE START: 7-20-90 OATIS iiASAFTE WATER BOTTOM BOTTOM TYPE HSA s '-./ DATE FINISH: Z·2D·llll COMP OF CASING OfHOl.E DRILLER: M. Mcconahay -L SIZE ID 4 1/4 In. 1 3/8 In. /, PREPARED BY: M. Sheehan HAMMER WT ,,,,,, 140 lbs • ....... / ~ HAMMERFAU ~ ' 30 In. / ....... DEPTH CASING SAMPl.£R ......... ........ IN BLOWS BLOWS NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET PER PER RANCE FOOT I INCHES No splrt spoons taken before 5.0 feet. "-5.0 !;;LAYEY l!Atll1Y lilLI(MLl 10 5.0 Hard. stiff. dark reddish brown. dry, mostly silt. 16 S1 -some fine to medium sand. little clay, trace gravel. 16 Sample is slightly mottled. Sand is subangular 22 7.0 quartz. Gravel is rounded quartzite. Approximately 50% sand. -MIDDENDORF FORMATION- ..!,5 Feet - - - -- -- - -- --- -- - Thin gravel layer 7-10 feet. L...10.0 7 10.0 SANl1Y SILT CMLl 10 S2 -Very stiff, orange-brown, dry. mostly silt (90%), few 12 · fine sand, trace clay. Sample is uniform and 14 1~ n cohesive. •MIDDENDORF FORMATION- --u.o 5 15.0 SANl1Y SILT CMLl 4 S3 -Stiff, orange-brown, dry, mostly silt (70%), some 8 fine sand (30%), trace clay. 8 17 n -MIDDENDORF FORMATION- L-20.0 Moisture in cuttlnos at 20 feet below surface. BLOWS/FT. OENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT, GROUND WATER ABBREV. 0-4 VERY LOOIII! •·• VEAYSOfT • Sl'UTBPOON MOen.Y 50 • 100tl. WD · wtllE Dfll.UNCI s-10 LOOSE ,., SOFT T TUBE .,_ ,. __ NE • NOT ENCOUWTEIED 11-30 MEDIUM DENSE •·• MEDIUII lllff u UNDellVRBED PISTON UTTu; ,s ... UR· NOTAEAD :11-50 ··-•· 15 STIFF -.i,; a QAAIU.IIR.I FEW •·-... YERYDENSI 11-:IO VERY snFF X OTHER TRACE .... BORING NO. MW-14 ,,. HARO NA NO RECOVERY I I I I I I I I I I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. MW-14 CONSULTANTS PAGE 2 OF 2 DEPTH CASING SAIIPI..EA SAIIPU ISAMPU .. ILOff IL0ff IIJIIBER DEPTH FIELD CLASSIFICATION AND REMARKS FUT .... .... RANGE FOOT I INCHES • 20.0 liA!ll2Y lilLI IMLl 4 S4 Stiff, mottled pink and orange-brown, moist. mostly sitt (85%), -6 llttle fine sand, trace clay. Sample is moderately cohesive and 7 "".0 has poor relict medium grained hypidiomorphic granular fabric. -GRANITE RESIDUUM- L-25.0 6 25.0 IIA!112Y lilLI IMLl .,, S5 -Very stiff. orange-brown, moist mostly sltt (85%), little fine sand 1g "". (15%). Poor relict fabric. -GRANITE RESIDUUM- '-30.0 5 30.0 IIA!ll2Y SILI IMLl ~ S6 -Stiff, reddish-brown, wet, mostly slh (80%). 111118 fine sand 7 31.5 (20%). Modlerate 'rellcl fabric. Partlally weathered mbocllne. Moderale rellcl hypldlomorphic granular fabric. -GRANITE RESIDUUM- BOTTOM OF EXPLORATION COMPLETED AT 34.0 FEET. '-35.0 1-.0.0 '-45.0 BLOWS/FT. DENSlo, BLOWS/FT. CONSISTENCY SAMPLE ID. ~ GROUND WATER ABBREV. ••• vsrrl.008E •·• VEIITIOFT I IPUTIPOON 110&11.1· m-10D"N> WD • WHILE DflLUNQ .... L008E •·• IOFT T 1\IIIE l0IIE ....... NE -NOT ENCOUNTcRED 11 -ID IEIIUII DENSE •·• IEIIUII ITIR' u UNDISTURBED PISTON LITT\.E , ..... UR. NDTAEAD 11-IG DENSE .. ,. l11ff Q QRAB&UIPU -•·-... --, .... VERT l11ff I OTHER TRACE -BORING NO. MW-14 ... NARD NA N0 AECOYER"f I I I I I I I I I I I I I I I I I ENVIRONMENTAL TEST BORING CONSULTANTS REPORT BORING NO. MW-14R PROJECT: UACON/DOCl(ERY RI -PHASE 11 CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE JOB NO: G-9168 ::ONTRACTOR: GROUNDWATER PROTECTION, INC. PAGE NO: 1 of 3 EQUIPMENT USED: DIEDRICH D-120 LOCATION: Lower Macon OROUHO WATER DEPTH TO: (H.) CASI~ SAMPLER CORE ELEVA110N: 1 Zj,z~ !ill Ml!~ ...... DATE START: 8-3-90 DAT1S -AFTEI WATER BOTTOII BOTTOII TYPE HSA s '/ DATE FINISH: 11:!:S!I COIIP ~CASING OF HOLE DRILLER: M. McConehe~ --SIZE ID 41/4 In. 1 3/8 In. / ....... PREPARED BY: R. Bolich HAMMER WT ' ....... 140 lbs . ....... ./ HAMMERFAU ....... ...... 30 In . ./ ....... DEPTH CASING 8AMPI..EA SAUPU SAMPl.E IN BLOWII BLOWS NUIIBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET PER PEIi RANGE FOOT I INCHES SJ LIY SAND { SMJ 1.0 It. ' Loose, light reddish-brown to yellowish -brown, dry, mostly fine to medium, some silt, trace clay; loose, \ dry.(Topsoil) - --- --- - ----- - -- SANDY SJLI {MLl Reddish-brown, dry to moist, mostly silt little fine to medium sand, little fine to coarse gravel. -MIDDENDORF FORMATION- ,-5,0 -10.0 12.0 ft. ,-- - - -- - - -- - - - - -- - SANDY !::L.AYliY SJLI {MLl Yellowish and reddish-brown. moist, mostly silt, little to some clay, few fine to coarse sand, trace fine gravel, dense, stiff, saprol~e. -GRANITE RESIDUUM- -15.0 ,-20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. cOUPONENT% GROUND WATER ABBREV. •·• YER'f'L008E. .. , VERY SOFT • 9"UTSPOON IIOITLT IO· 1~ WO-wtlLEDAWNQ 5-10 Loos.e , .. SOFT T TUBE SOME ,._..,. fE . NOT ENCOUNTERED 11 -30 MEDIUM DENSE •·• MEDtUII STIFF u UNDISTURBED PISTON LITTLE , ..... UR· NOT READ :11 -50 DENSE I• 15 STIR' a GRABSAWU FEW l•10'llo 51+ YEIIVDEIISI! 11·30 VERY STIFF l OlltEII TRACE -BORINONO. MW-14R 31+ HARD fill NO RECOVERY I I I I I I I I I I I I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. MW-14R CONSULTANTS PAGE 2 OF 3 DEPTH CASINO 8AIIPUR IAIIIU BAMPLE IN 111.0WS BLOWI NUIIBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET PER PER RANGE FOOT I INCHES 21.0 Feet - --- - -- - -- - ------ L-25.0 '-30.0 30.0 SAt:fC!Y SILi (MLl T1 ~,.0 Light yellowish-brown. moist. mostly silt, some medium to coarse sand (subangular clear quartz grains), litlle clay, stiff, poorly preserved relict granrtic structure, trace chlorite, trace biotlte. -GRANITE RESIDUUM-Note: Push Shelby Tube 30 to 31 feet. ' '-35.0 SAt:fC!Y SILi (MLl 6 38.5 7 S1 . Stiff, yellowish-brown and reddish-brown, moist to wet, mostly silt, 7 40.0 some medium to coarse sand ( angular and subangular quartz), litlle '-40.0 clay, stiff, moderately well preserved granrtic structure.' trace biotite. -GRANITE RESIDUUM- SAt:fC!Y SILi (MLl 22 43.5 Hard, reddish-brown, moist to wet, mostly silt, some fine to medium 21 S2 sand; litlle clay; well preserved granrtic structure containing red and . '-45.0 26 45.0 pink orthoclase phenocrysts, small muscovite llakes, and occasional suban, ular clear nuartz ~rains. ~ ...... BL0-111o1. DENSITY BLOWS/FT. CONSISTENCY SAMPLE 10. GROUND WATER ABBREV. •·• YEllY L008li 0-2 YEIIYSOFT • 8"UTIIP00N 11081\.Y 5D -1GD'IC. WD. WNU. DflWNQ s-10 LOOIIE , .. son T TUBE 800IE ,.,_..,. NE • NOT BEOUNTERED 11 ·30 IIEDIUM DENSE •·• IIEDIUW STIFF u UNDISTURBED PISTON LITTLE , ..... UR. NOTREAO 31-50 -•· 15 STIFF 0 OAA88AWU! FEW 5-1ft ... VEAYDEI& 11-lO YEllY ITIFF I OTHER TAAU ...,. BORING NO. MW-14R 31+ HARD NR NO RECOVERY I I I I I I I I I I I I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. MW-14R CONSULTANTS PAGE 3 OF 3 DEPTH CASIIOl ...__... IIAIIPUS IBAMP\.E IN 8'.0WS IIL0WI ......... DEPTH FIELD CLASSIFICATION AND REMARKS FEET PER PER RANGE FOOT I INCHES BOTTOM OF EXPLORATION COMPLETED AT 48.5 FEET. '-50.0 -55.0 '-60.0 '-65.0 '-70.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT'!!. GROUND WATER ABBREV. •·• YERYL008E •·• VERY SOFT • SPUTSPOON 1101n., 50.1 ... WO· wtlLE DAWNQ 5-10 L008E , .. SOFT T TUBE 110111! ....... fE • NOT ENCOUNTeRED 11 •lD MEDIUM DENSE •·• MECMUM STIFF u UNDISTURBED PISTON UTTUi 11 • zs.or. UR -NOT READ 11 • 50 0£NBE I· 11 STIFF Q GRAS IIAIIPUS FEW 5-10. "• YSIYDENBE 11-30 VERY STIFF l OTHEJI T1'AC£ ..... BOIIING NO. MW•14R "· HARD till NO RECOVERY I I I I I I I I I I I I I I I I I I I illl~ISIRRINE }(/11■ ENVIRONMENTAL CONSULTANTS TEST BORING REPORT BORING NO. MW-15 PROJECT: UACON/DOCKERY RI .PHASE 11 CLIENT: lolACON/DOCKERY SITE STEERING COlollollTTEE JOB NO: G-9168 CONTRACTOR: GROUNDWATER PROTECTION, INC. PAGE NO: 1 ol 3 EQUIPMENT USED: DIEDRICH D-120 LOCATION: UfnrDock:t OROUNO WATER DEP'T>! TO: (H.) CASINO SAMPLER CORI ELEVAllON: ~5 lii11Ms -----· DATE START: 8-7-90 DA TE 1-fRS AFTEi WATER BOTTOM BOTTOM TYPE HSA s '-./ DATE FINISH: 11:Z·!l!I COMP OF CASING Of'HOL£ DRILLER: M. McConahe~ --SIZE 10 4 1/4 In. 1 3/8 In. / ........ PREPARED BY: D. Anderson HAMMER WT ........ ./ 140 lbs. '-/ HAUUEAFAU I/ ........ 30 In. ..., ' DEPTH CASING SAIIPlER SAIIPlE SAIIPlE IN BLOWS BLOWS NUll8£R DEPTH FIELD CLASSIFICATION AND REMARKS FEET PER PER RANGE FOOT I INCHES No splrt spoons taken before 3.5 feet. Cuttings are silty fine sand (SM). 10 3.5 6 S1 .. 10 5.0 SILD'. SAl!IC! (SMl -5.0 Medium dense, orange-tan, moist, mostly fine to medium sand, little silt. trace clay. trace gravel, gravels are rounded. -MIDDENDORF FORMATION- 16 7.0 SILD'. SAl!IC! (SMl 21 S2 -Dense, yellow-tan, gray, moist, mostly fine to 22 9.0 medium sand, little silt. 25 -MIDDENDORF FORMATION- L-10.0 SILD'. SAl!IC! (SM) Medium dense. brown, yellow-brown. moist, mostly 11 13.5 fine sand, little silt, trace clay. 13 S3 14.0 Feet -MIDDENDORF FORMATION--L-15.0 7 SAl!IC!Y $!LI (Mll 9 15.5 Very stiff, purple, white. brown, moist, mostly silt. few fine sand, trace clay, saprolite. -GRANITE RESIDUUM- 4 18.5 6 SAl!IC!Y SILI !ML> S4 .. Stiff, purple, whrte, brown, moist, mostly silt. few 8 .... 20.0 9 fine sand, trace clay, saprollte . •GRANITE RESIDUUM-20.5 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAUPLE ID. ICOUPONENT % GROUND WATER ABBREV. •·• VERYL.008E •·• VERYS01'1' • IIPUTBPOON 1108T\.Y SO. 1DO'lt WD• wtlLEDAWNQ 5 • 10 LOOU •·• son T TUBE SOIE ,. __ NE • NOT ENCOUNTERED 11-30 IIEDIUU D£NSE •·• MEDIUM BTIFF u UNDtSTIJRBED PISTON UTTU! 11-21"11, UA. NOTAEAD ,, -50 DENE I• 11 STIFF ··•·-~ Q GRAIi BAIR.E FEW s-1a.. ... VERYDENBE 11-» VERY IITm' I OTI£R TRACE .... BORING NO • MW-15 ... HARO NA NO RECOVERY I I I I I I I I I I I I I I I I I I I }IISIRRINE I ?Jl■ ENVIRONMENTAL TEST BORING REPORT BORING NO. MW-15 CONSULTANTS PAGE 2 OF 3 DEPTH CASING IIAIIPl.£R SAIIPU ......... IN BLOWS BLOWS NUIISEA DEPTH FIELD CLASSIFICATION ANO REMARKS FEET PSI PSI RANGE FOOT IIHCHE.I 22.5 Feet I-- - - ----- -- ----- - 6 23.5 l::LAYEY :!ILI (MLl 7 Stiff, red, brown, moist, mostly silt, few clay, saprollte. S5 . --25.0 8 -GRANITE RESIDUUM-12 25.5 6 28.5 l::LAYEY :!ILI (MLl 9 Very stiff, orange-brown, red, purple, moist, mostly silt, few clay, trace S6 . fine sand, saprollte. L-30.0 9 -GRANITE RESIDUUM-13 on• ' 9 33.5 l::LAYEY SIL! (MLl ,n S7 . Very stiff, orange-red, yellow, purple, moist. mostly silt, few clay, 13 35.0 saprolite. -GRANITE RESIDUUM-1-35.0 6 38.5 !::LAYEY SIL! (MLl 8 S8 . 9 40.0 Very stiff, orange-red, yellow, purple, moist, mostly silt, few clay, '-40.0 saprolite, with trace mica. . . 42.0 Feet ----- - - -- - - - --- - - 6 43.5 SAt:ll2Y SIL! (MLl 8 S9 . Very stiff, red, tan. white, wet, mostly silt, little line to medium sand, ..... 45.0 11 45.0 few mica, saprollte . -GRANITE RESIDUUM- BLOWS/••. DENSITY . BLOWS/FT. CONSISTENCl SAMPIFID. COMPONENT% GROUND WATER ABBREV. •·• VERYL008E •·• VERY SOFT • lll'IJTSPOON 1109TLY 50 • 10D'II. WD. WIILE DflWNQ I· 10 L008E , .. SOFT T "'"" l0IE ,._..., friE • l«JT ENCOUNTERED ,, .30 MEDIUM DENSE •·• MEDIUM STIFF u UNDl91VRBED PISTON UTTLE 15-Zl'!li, UR· NOT RUD H •IIO .... 1-15 STIR' Q QRA8UIIPUE FEW 1-100. ... V£AY DENSE 11->0 VERY STIFF I OTHER nw:a .... BORING NO. MW-15 ... HAJIO ,_NOA£COVUf I I I I I I I I I I I I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. MW-15 CONSULTANTS PAGE 3 OF 3 D£PTM c.uJIIOJ .......... ........ SAIIPU IN ........ ........ ..,...,. DEPTH FIELD CLASSIFICATION AND REMARKS FEET PER PER RANGE FOOT IINCMEI 8 48.5 :lAtll2Y :llLI (MLl 12 S10 . Very stiff, brown, tan, whrte, black, wet, mostly silt, some fine '-50.0 14 50.0 sand, trace mica, saprolite. -GRANITE RESIDUUM- BOTTOM OF EXPLORATION COMPLETED AT 50.5 FEET. '-55.0 '-60.0 -65.0 '-70.0 BLO~ .. r. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT% GROUND WATER ABBREV. •·• var, L008I! .. , VERY 90FT • Sl'IJTIPOON IIOIT\. Y 10 • t00'li. WD-WMLEDIIWNQ 5-10 LOOSE , .. SOFT T TUii! .,_ ....... NE · NOT ENCOUNTERED 11 •XI MEDIUM DENSE ' .. MEDIUM STIFF u UNDIS1UABED PISTON UnL.E 15-29'91. UR. NOTREAO 11 • !ID DENI& I• 15 STIFF a GAA8 UIIPU! FEW 1-10. 11+ YEAY DENI& U!i •lO VERY STIFF I OTl£R TRACI! -BORING NO. MW-15 "· HARO NA NO RECOVERY I I I ·• I I I I I I I I I I I I I I I ENVIRONMENT AL TEST BORING REPORT BORING NO. MW-15A CONSULTANTS ~ROJECT: MACON/DOCKERY RI .PHASE II CLIENT: . MACON/DOCKERY SITE STEERING COMMITTEE JOB NO: G-9168 CONTRACTOR: GROUNDWATER PROTECTION, INC. PAGE NO: l Ill 2 ~QUIPMENT USED: SPEEDSTAR STARDRILL LOCATION: UeE!!r Docke!Y DEP1M TO: (It.) CASINO SAMPLER CORE ELEVATION: ~lt~MSL. OROUNO WATER -----· DATE START: DATE --WATEJI BOTTOII BOTTOII lYPE HSA s '-/ DATERNISH: ,o:g:IRI C0IIP OF CASING OF HOLE DRILLER: J. Dudle~ --SIZE ID 41/4 In. 1 3/8 In. -/' PREPARED BY: l.t !ilieahan HAIAIERWT ...... / 140 lbs. ,.,,, --. ~ HAMIIER FAU. 1./ ....... 30 In. 1/, DEPTH CASING SAMPl£R SAIIPI.E SAIIPI.E IN 8l.0WS BLOWS NUMBER DEPTH RELD CLASSIRCATION AND REMARKS FE£T PER PER RANGE FOOT I INCHES No samples collected from O to 55.0 feet. See MW-15 Test Boring _Report for description. f-55.o 9 55.0 SIL TY SAt:112 (SMl 14 S1 Dense, reddish-brown, moist, mostly fine sand, some silt, trace -21 clay, relict shlstose to gneissic fabric. 25 57.0 -GNEISSIC RESIDUUM- L-80.0 SILI!Mll 31 60.0 50 S2 -Very dense, gray to orange-brown, moist, mostly silt, few fine sand, 61.5 relict gnelssic fabric. -GNEISS RESIDUUM- L...ss.o 21 S3 65.0 SILTY SAt:112 (SM} 35 - 39 66.5 Very dense, gray to orange-brown, slightly moist, mostly fine sand, little silt, relict gneissic fabric with weak foliation. -GNEISS RESIDUUM- L...-70,0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. ICOUPONENT % GROUND WATER ABBREV. •·• VERY LOOSE •·• VERY SOFT • SPUTSPOON MOSTLY 50 • 1GO"li, WD • WIILE DRIWNQ 1-10 LOOBE •·• BOFT T TUBE B0IIE ....... NE • NOT ENCOONTEJl£D 11 _., IIEDtUII DENSE •·• IIEDIUII STIFF u UNDISTURBED PISTON UTILE 11-S. UR· NOTRE.AD 11 •ID DENSE t-11 ITIFI' a CRAB SAUPU FEW •·-11+ YERYDENSE 11·21D VERYITIFF l OTHER TRACE -BORING NO. MW015A .,. HARD NA NO RECOVERY I I I I I I I I I I I I I I I I I I I ':i :;ijlll ENVIRONMENTAL ■CONSULTANTS DEPTH CASING ...-EA IN BLOWS BLOWS FEET PEA PEA FOOT I INCHES ,-20.0 -25.0 -30.0 ,-35.0 -<IO.O '-'5.0 BLOWS/FT. DENSITY •·• YEAYLOOSE 5 -10 LOOSE 11-:IO IIEDIUII DENSE 31-50 DENSE ... VERY DENSE TEST BORING REPORT BORING NO. PAGE 2 MW-15A OF 2 ...-£ ~ '"'""'"' DEPTH FIELD CLASSIFICATION AND REMARKS RANGE No samples collecled from 66.5 to 82.5 feet. Atte~ted to drive split spoon, no penetration BOTTOM OF EXPLORATION COMPLETED AT 82.5 FEET BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT% GROUND WATER ABBREV. •·• YEIIYBOn • IPUTIP00N 1108TLY ID• tOD'lf. WD • MILE DRILLING •·• son T 1\IBE "°"" ., __ NE • NOT ENCOUNTERED •·• IIEDIUII STIFF u UNDISTURBED PISTON LITTLE 11-25"4 UR • NOT READ .. ,. m" a GRAD SAMPLE fEW • ■ 1ft. 11-,0 VERY811FF X OTHER TRACE .... BORING NO. MW-15A ... HARO NA NO RECOVERY I I I I I I I I I I I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. MW-16 CONSULTANTS 0ROJECT: MACON/DOCKERY RI .PHASE II CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE JOB NO: G-9168 :ONTRACTOR: GROUNDWATER PROTECTION, INC. PAGE NO: 1 of 2 EQUIPMENT USED: DIEDRICH 0-120 LOCATION: Lower Docke\'.' GROUND WATER DEPT>! TO: (H.) CASINO SAMPLER CORE ELEVATION: -157,ZHi!! M~ -·---· DATE START: 7-23-90 DATE HIS AFTE WATER BOTTOM BOTTOM TYP£ HSA s '-../ DATE FINISH: 7-23-90 COMP OF CASINO OIFHOI.E DRILLER: -. -SIZE ID 4 1/4 In • 1 3/8 In. /'" D. Austin ~- PREPARED BY: M. Sheehan MAllll(RWT ........ ./ 140 Iba. ....... / -HAIHIERFAU 7-..;;: 3D In. ,,,, DEPTH CASING SAIIPI.ER SAIIPI.E ........ IN BLOWS BLOW8 NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET PER P£R RANGE FOOT I INCHES No spilt spoons taken before 5.0 feet. -5.0 4 5.0 SILTY SAND CSMl 3 S1 -Loose, orange-brown, dry, mostly medium sand, 3 some fine sand, few silt. -MIDDENDORF FORMATION- 6 7.0 o-10.0 4 10.0 SILTY l!ANP Cl!Ml 4 S2 -Loose, orange-brown, dry, mostly medium sand, 4 some fine sand, few silt. -MIDDENDORF FORMATION 8 12.0 13.5 Feet '--- - - -- - -- - -- -- - - ..... 15.0 5 15.0 !.LAXEX l!ANP Cll!,l 5 S3 -Medium dense, mottled light gray and 10 orange-brown, moist, mostly fine sand, some clay. 14 17.0 Sample Is very cohesive, tight. ·MIDDENDORF FORMATION- .... 20.0 BLOWS/FT, DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT• GROUND WATcn ABBREV. •·• ·VERYL0011E •·• VERY 90/FT • SPUTBPOCII IIOITL Y ID -1CIO'II WD • MILE DAIWNCI 5-10 L00IIE •·• 90/FT T TUIIE .,_ •·-NE -NOT ENCOUlifTERED 11 ·:ID IIEDIUM DENSE •·• MEDIUM ITIFF u UJGITVRBED PISTON um.E , .... UR. NOTREAD 11-50 -1-11 STIFF -r:' Q QIWI..-.. FEW 1-10.. 11+ ·--11-:ID VERY'""' I OTHER TRACIE .... BORING NO. MW-16 ... MAIIO 1M NO RECOVERY I . I I I I I I I I I I I I I I I I I I I I ' BORING NO. MW-16 ENVIRONMENTAL TEST BORING REPORT CONSULTANTS PAGE 2 OF 2 DUTH CASINO SAIIPWI SAIIPI.£ ........ IN IILOWI IIU)W8 NUIIIIER DEPTH AELD CLASSIACATION AND REMARKS F££T PSI PSI RANGE FOOT I INCHES , ., 20.0 !:;LAYEY SAt:111 !S!:;l "' Dense, mottled, light greyish-brown, _very slightly moist. mostly fine 20 S4 . sand (60%), son-e clay. Sample is very cohesive and tight. 40 22.0 -MIDDENDORF FORMATION- 23.5 Feet ..... - - ----- - --------Note: Water encountered at 25 feet below surtace. SILTY SAt:lll!SMl 1-25.0 7 25.0 Medium dense, light gray, very slightly moist, mostly fine sand, some 6 . sill. Sample is less cohesive than above, slightly micaceous. 13 S5 -nn •MIDDENDORF FORMATION 28.0 Feet I---- -- -- -- - --- --- Note: Rock at 29.5 feet below surtace. L-30.0 SILTY SAt:111 !SMl 18 30.0 Dense, greenish-gray, moist, mostly fine sand, son-e silt. little gravel. 18 S6 . Sample has moderately preserved granitic fabric. 28 31.5 •GRANITE RESIDUUM- '-35.0 SILTY SAt:111 !SM} 31 35.0 36 S7 . Very dense, mottled gray, white and pink, moist, mostly fine sand, 50 36.~ some silt. Sample has very well preserved relict hypidiomorphic granular fabrtc. -GRANITE RESIDUUM- BOTTOM OF EXPLORATION COMPLETED AT 39.0 FEET. --40.0 '-41.0 BLo-~ .. ,. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT% GROUN0 WATER ABBREV. •·• VERYL0081. .. , VERY SOFT • SPIJTBP00N 1108n. Y SO • 100I, WO· WltLE DflWNQ 1-10 L0088 , .. SOFT T TUBE 80IIE ........ ,a · NOT ENCOUNTUED 11 -30 MEDIUM DENSE •·• MEDIUM STIFF u UNDISTURBED PISTON UTTU 11 • 2ft, UR· NOTAEAD H•SO 0£-• • 15 sn" a QRABIAMPU! FEW l•IO'lo ... VERY-11-lO VERY STIFF I OTMER TRACI ..... BORfNGNO. MW-16 "· HARD NA NO RECOVERY I I I I I I I I I I I I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. CONSULTANTS MW-19 PROJECT: MACON/DOCKERY RI' PHASE I CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE JOB NO: G-9168 :ONTRACTOR: GRAHAM & CURRIE WELL DRILLING CO. PAGE NO: 1 of 3 EQUIPMENT USED: OUIKDRILL 80 LOCATION: U11~r Macon QROUND WATER DEPTH TO: (It.) CASINO SAMPLER CORE ELEVATION: ~.§3 H. ··---· DATE START: 11-10-89 DATlS HAS AFTEA WA TEA BOTTOM BOTTOM TYPE HSA s '-/ DATERNISH: l l·l :1:113 COUP OF CASINO Of' HOLE DRILLER: W. Brower """'" 3 1/4 In. 1 3/8 In. ./ .. , PREPARED BY: M.Sheehan HAMMER WT ,.,,,,, 140 lbs. ....._,,, HAMMER FAU. .,,,,, ......... 30 In • ,,,, D£PTH CASING SAMP\J:A ........ SAMPLE IN Bl.OWS Bl.OWB NUUSEA DEPTH FIELD CLASSIFICATION AND REMARKS FEET PEA PEA RANCE FOOT I INCHES / I No Sample Taken L-5.0 ~ILD'. ~Al:lC! !~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- L-10.0 ~ILD'. ~Al:lC! Willi !aBA~liL !~Ml 12 10.0 Medium dense, reddish-brown, dry lo very slightly moist, mostly 12 S2 .. medium sand, some silt, some to few fine gravel, well graded . 12 11 .5 Gravel is well rounded quartzrte and mostly lies between 10.4 to 10.9 feet. -MIDDENDORF FORMATION- • L-15.0 LEAi::! !.LAY !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 hypidiomorphic-granular fabric. Saprolrte. . ·GRANITE RESIDUUM- ._20.0 • BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT, GROUND WATER ABBREV. •-• VERT LOOSE 0-2 VERY SOFT s SPUT SPOON IIOST\.Y 50. 100,. WO • WHILE DRILLING 5 • 10 LOOSE , .. SOFT T TlJBE SOME 30-45"11, NE • NOT ENCOUNTERED 11-30 ltlEDIUM DENSE ·-• MEDIUM STIFF u UtOSTUABED PISTON UTTLE 15 · 25,1, UR • NOT READ 31 · 50 DENSE 1-15 STIFF G GRABSAMPlE FEW 5 • 10'11. ... VERYDEHSE "-30 VERY STIFF X O™'A TRACE .... BORING NO. MW-19 "· HARO NA NO RECOVERY I I I I I I I I I I I I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. MW-19 CONSULTANTS PAGE 2 OF 3 DEPTH CASING SAIIPl.ER SAIIPl.E ~•IIPI.E IN Bl.OWB BLOWS NUll8£JI DEPTH AELD CLASSIACATION AND REMARKS FEET PER PER RANGE FOOT I INCHES ~ 20.0 3 S4 -LliAH !:;LAY (!:;Ll 5 21.5 Loose, reddish-brown, moist, mostly clay, some silt, trace fine sand; poorly preserved relict porphorrtic, medium grained, hypidiomorphic-granular fabric. Saprolrte. -GRANITE RESIDUUM- -25.0 No Sample Taken. / I >-30.0 SJLI(MLl ~ 30.0 Loose, reddish-brown, moist, mostly silt, some clay, trace fine 4 SS .. sand, moderately preserved medium grained, hypidiomorphic 6 31.5 granular fabric. Saprolite. -GRANITE RESIDUUM- -35.D / I No Sample Taken. -40.0 SJLI!MLl ? ..... 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.D BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. " .,, GROUND WATER ABBREV. •·• VERY LOOSE 0.' VERY SOFT s SPUTSPOON UOSTI.Y 50 -100'li. WD . WHILE DAIWHO 5. 10 LOOSE , .. SOFT T TUBE SOME 30.45 ... NE . NOT ENCOUNTERED 11 -lO MEDIUM DENSE •·• MEDCUM STIFF u UNDtSTURBED PISTON UTTLE 15-25 .. UR · NOT READ l1 -50 DENSE 9-15 STIFF G GRABSAMP\.E FEW 5-1G,i, ... VERY DENSE 16-JO VERY STIFF I OTHER TIIACE .... BORING NO • MW-19 "· HARO NR NORECOYEAY I I I I I I I I I I I I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. MW-19 CONSULTANTS PAGE 3 OF 3 DEPTH CASING IWIP\.ER SAMPU "1-""'-' IN Ill.Oft lll.0W9 NUIIBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET PSI PSI RANCE FOOT IINCHEI SILT IML) 3 46.0 Loose, light reddish-brown, moisl, mostly silt, some clay. J S7 -Moderately preserved relict medium grained, hypidiomorphic 4 47.5 granular fabric. Sarpolite. -GRANITE RESIDUUM- ~50.0 BOTTOM OF BOREHOLE COMPLETED AT 46.0 FEET Note: 0-10.0 ft. drilled using 6.25 inch 1.0. Hollow Stem Augers. 10-46.0 It. drilled using 9 inch tri-<:one roller bit, mud rotary method. 1-55.0 1-60.0 . , -65.0 1-70.0 BLOWS/FT, DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID, a GROUND WATER ABBREV. •·• VEAYLOOSE .. , VERY SOFT • SPUTSPOON MOSll.Y 50-IOCN. WD. wtlLE DRILLING 5-10 LOOSE , .. SOFt T 1\1111! SOME 30 -45"11. NE . NOT EHCOUNTEAEO 11 ·lO IIEDtUM DENSE •·• MEDIUM STIFF u UNDISTURBED PISTON LITTLE 15-25 ... UR • NOTAEAO 31 • 50 DENSE I. 15 STIFF Q GRAS SAMPU FEW 5 -10"11. 51+ VERY DENSE us. 30 VERY STIFF X OtHEII nacE .... BORING NO. MW-19 "· HARO NA NOAECOYEAY I I I I I I I I I I I I I I I I I I I illSIRRINE )JI■ ENVIRONMENT AL TEST BORING REPORT BORING NO. MW-20 CONSULTANTS PROJECT: MACON/DOCKERY Rt -PHASE I CLIENT: IIACONIOOCKERY 8/TE STEERING COIIIIITTEE JOB NO: 0·9168.68 ~NTRACTOR: GROUNDWATER PROTECTION1 INC. PAOENO: l gf 3 ~QUIPMENT USED: MOBILE 11-57 LOCATION: Uzi Macon GROUND WATER DIPTH TO: (It.) CASINO IIAllf'UA COAi! ELEVATION: Hftft■O DATE START: ~ l&JfiU:!~ ... ,. ---cc.~ .. .,... IOTTOII IOTTOII "'"' 118A B '-/ DATE FINISH: 10-U:!Rl OFCA9NQ OF HOU DRILLER: R. B!):an SIZE ID 41/4 In. 1 3/8 In. ✓ ..... PREPARED BY: M. Sheehan/ MAIIIIERWT ..... / 140 Iba. ,,,,, R. ZWelg HAIIIIER FAU --...... 30 In. ., ..... DEPrN CAIIINQ &Alll'WI .._,, IAMPU IN IL0WW 11.owa NUIIBEA DEP'Tl< FIELD CLASSIFICATION AND REMARKS FUT ... ... AAHGl fOOT ,, ........ -a.o ~ ·s.o :Ill TY llAtlCI !llMl 8 91 Medium dense, reddish-brown. dry. mostly fine sand, some silt, -few medium sand, trace clay. 8 7 7.0 -llolDDENDORF FORMATION- ... ,o.o 11 10.0 lllLIY llAtlCI !llMl 13 S2 -Dense, mottled orange brown to reddish brown, dry, mostly medium 21 sand, some fine snad, lllttle gravel, few clay. Gravel Is rounded 25 12.0 quartzite, 1-3 cm In diameter. San-pie Is very cohesive. -llolDDENDORF FORMATION- 13.5 fNI - - -- - - -- - - - --- - -- _,,.o I 15.u IAHll UiM! ·4 S3 -L0088, orange brown to reddish brown, dry, mostly medium sand, 11 some fine sand, few silt. II 17.0 -l,IDDENDORF FORMATION- 18.5FNI --- - - - - - - -- - - - - -- -20.0 BLOWS/FT, DENSITY BLOWS/FT. CONSISTENCY SAIIPLEID. COMPONENT,. OROUNU WATER ABBREV. ·-· .......... ··•· .,.,.,__, • --111011\.T ■ _ _,. WD. 'MILE IAU.NI .... I.DOM •·· __, T ,_ .... ·--NI • NOi' BCOUNTUEO 11-• --•·• MBIUII~ u --unu 11 ... . Ult • NOT AEAO H-m -I 0 11 -a -----··-... --1•-· --I 01Hlll .....,. -80RlNO NO. MW-20 ... MAJID 911 NOAICOlllll'I I I I I I I I I I I I I I I I I I I I tllSIRRINE Lill BORING REPORT BORING NO. MW-20 .ENVIRONMENTAL TEST CONSULTANTS PAGE 2 OF 3 OUTH CAIIIOCI -IAwut BAWU IN ........ ....... -OUTH FIELD CLASSIFICATION AND RaµRKS FUT .... .... -FOOT IIIICHU --20.0, 8 20.0 SILJY SAND (SM) 9 S4 -Medium dense. reddish-brown to orange brown, dry mostly 18 14 22.0 medium sand. some fine sand, little gravel, few silt, gravel Is subrounded, 1-4 cm. In diameter. -MIDDENDORF FORMATION- 23.5 Feet .... - -- - ---- - - ----- -- .... :is.a 1 25.0 SILT WITH GRAVEL (SM) ? S5 -Soft, mottled man)C)n, orange brown to light gray, moist, mostly 2 silt, some rounded gravel, llttle medium sand. 2 27.0 -MIDDENDORF FORMATION- .!B.5..fee.!_ -- --- - --- --- --- -30.0 9 30.0 SILTY SAND (SM) 9 S8 Medium dense, orange brown, moist, 11)08tly medium sand, some -coarse sand, llttle silt. Saff1)Je Is cohesive. 14 ' 14 32.0 -MIDDENDORF FORMATION- 33.5 Feet .... ----- - ----- --- - -- --35.0 a 35.0 SANDY SILT (ML) 8 S7 -Very stm, brownish gray to orange brown, moist, mostly silt, some 11 16 37.0 medium sand. medium sand is unweathered feldspar fragments. --MIDDENDORF FORMA TlON- ~5.!-1. ----- - - - - ---- - - '---40.0 SILTY SAND (SUI 11 40.0 Medium dense, brownish gray to reddish brown, mols~ mostly 12 S8 -tine sand, llttle slM. Sample Is ~heslve. No rallcl fabric .• iii 41.5 -GRANITE RESIDUUM- --u.o BLOW!" •I• ... BLOWSJFT. CONSISTENCY SAMP• • ID. " ... ND 1111A,1r.R ABBREV. •·• ..... LOOlol •·• VERYIOl'T • IPUTll'OON 11011lY •• _,. wo.-.DM.LJIIO .... LOOlol •·• """ T ,uaa .... •·-• • NOT liNCOUlfTEIED n-• IEDIIIM,._ •·• MEDIUM lnff u --uma 1, ... Ult·--11-• -•· ti STIFF Q ----•·-•?• ......... ,. .. VERY ITIFF I .,,_ --IIORINGNO. MW-20 .,. HAAD NA M> AICD IID'f I I I I I I I I I I I I I I I I I I IENVlRONMENTAL TEST BORING REPORT BORING NO. MW-20 CONSULTANTS PAGE 3 OF 3 ....... CASING -..-.. ~ .. ....,.. ....,.. -....... RELD CLASSIFICATION AND REMARKS FUT ---FOOi" IIIICHU ,-46.0 8 48.0 SJLJY SAND ISM) 14 SI -, .. 48.5 Medium dense, greenish gray, molsL mostly fine sand, little silt, sample is cohesive. -50.0 38 S10 50.0 SILTY SAND ISM) 50/8 51°'.5 Very dense. greenish gray to brown. moist. mostly fine sand. little silt. -sa.o BOTTOM OF EXPLORATION COMPLETED AT 56.0 FT. -80.0 -es.a -70.0 ~-0 T BLO~. CONSISTENCY SAMP• ~ ID. 'Mo u-••ND nATER ABBREV. •·• ....,,..,_ •·• .... _. • ...,._ ..-n.' ., . 1CIOI, WD • WIii.i DRIL.UM2I .. ,. ,..,_ ••• _. T ..... -ID•-• • NOT BEOUNTERED ,, .. --•·• IIEl)IUll 111FP u _,.TOIi um.a , ..... UR -IGTAUO ,,_., -•• 11 sm. Q ----•·-11+ --, ... ......... I -nu.ca -IIORINQ NO. MW-20 ... ....., • NOAICO.-. I I I I I I I I I I I I I I I I I tlllSIRRINE '.:'.II :+\ill■ ENVIRONMENT AL TEST BORING REPORT BORING NO. SB-1 CONSULTANTS PROJECT: MACON/DOCKERYRl-f'HASEI CLIENT: MACON/DOCKERY SITE STEERING COIIIIITTEE JOB NO: G-9168 CONTRACTOR: GROUNDWATER PROTECTION1 INC. PAGE NO: 1 of 2 EQUIPMENT USED: DIEDRICH 1).120 LOCATION: u0;rMacon QROUNDWATER Dl!PTH TO: (II.) CA8INQ SAMPLER CORI ELEVATION: 25b. -lei! ~!l[ BARREL DATE START: 7-25-90 DATE pull-I~ WATU BOTTOH BOTTOM ,., .. HSA s '/ DATE FINISH: Z·:!5·9ll cow OFCAS'NQ ~HOI.E DRILLER: M. McConahey SIZ£1D 4 1/4 In. 1 318 In. /'-~ PREPARED BY: D. Anderson HAINEJIWT .............. 140 Iba. '-/ MAIIIIER FALL ............. 30 In • / '- DEPTM CASINQ .......... BAIIPU SAIIPU IN ll0WII ll0WII .......... DEPTH FIELD CLASSIFICATION AND REMARKS FUT .... .... RANGE R>OT I INCHES No spltt spoons taken before 15.0 feel. llAHCIX lllLI (MLl Cuttings are fill, brown, mostly silt, some sand, one foot thick layer of black, stained soil at 3 feel. 4.0 Feet >-- -- -- - --- - -- -- - - !.LAXEX lllLI (MLl -s.o Cuttings are red-brown, clayey silt. -10.0 , -15.0 5 15.0 !.LAXEX IHI-I <NLl 7 , S1 -Still, red-orange, white, slightly moist, mostly sltt, • little clay. . -GRANITE RESIDUUM-11 1'7n 18.5 Feet '"" - - - - - - - - -- - -- -- - -20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAIIPLEtD. COIIPONEHT 'II GROUND WATER ABBREV. •·• VERYLOOU! •·• Y£JITIOFT • ll'UT-IIOeTlT ■·,_. WD • MILE DIIUJMQ ,. 10 L00U ••• 80fT T TIJaa .... •·-IE • -ENCOUNTUED ,, .. IIEIIUII DENSE •·• WEDIUII lllff u UNDl81URIIED NTON LITTLA 1, ... UR. NOTREAO H•SI -I• 11 STIR' Q GRAD..---··-... --11-m Y£JITITW I OTIEI 1RACI -BORING NO. SB-1 ... HARD IIIIIOAICOYEIIY I I I I I I I I I I I I I I I I I I I •■SIRRINE MIi■ i!!II■ ENVIRONMENTAL TEST CONSULTANTS BORING REPORT BORING NO. SB-1 PAGE 2 OF 2 _,,. CAIIN0 IAIIPWI UlollU IIAIIPLE IN IL0WII IL0WII ......,. DEPTH FIELD CLASSIFICATION AND REMARKS FUT .... PIA IWIQE FOOi' IINCHEI • 20.0 :iAlll2:t :ilLI (MLl 8 92 -Stiff, brown, tan, white, slightly moist, mostly silt, some fine 9 sand, saprollte . -GRANITE R ESl DU UM-,n •• ft -25.0 I 25.0 :iAll12:t :ilLI !MLl a S3 -Very stiff, brown, tan, whrte, slightly moist, mostly silt, some tine 11 sand, trace medium sand, saprollte. .. -~ ft --•'\Ir,,: All:"IP't.1111&• BOTTOM OF EXPLORATION COMPLETED AT 27.0 FEET ,-30,0 -35.0 -40.0 -·-= :- -45.0 BLO ..... ,.,.,, , .. BLOWS/FT. CONSISTENCY aa•PL..1:ID, " GROUND WA,~n ABBREV. •·• --.. , """'IOFT I ...,._. IIOSR.Y m-1GIN. WD. wtll.Ji DflLUNQ .... -' .. IOFT T 1UU ..,.. •·-• • tC>T ENCOUNTERED •·• MEDIUM 811ff' u UIClllUA8ED PIITON UTTU 11 ... UR-NDTaAD 11.30 IIEIIUII DENSE Q ---,FEW •·-:n-• -t. 15 STIFF 11+ --11-JO """'mw I 01HEA TIIACII -BORINONO. SB-1 "· HARD IMNOAECOVIAT II II II 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 I I I I I I I I ENVIRONMENT AL TEST BORING REPORT BORING NO. SB-2 CONSULTANTS J'ROJECT: MACON/DOCKERY RI -PHASE I CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE JOB NO: G-9168 CONTRACTOR: GROUNDWATER PROTECTION1 INC. PAGE NO: 1 of 2 EOUI PMENT USED: DIEDRICH D-120 l0CAT10N: ue,;•Macon QAOUND WATER 0l!P'TH TO: (It.) CA8INQ IWIPl.&A 00111! ELEVAT10N: ~~-:-iaal l;lS~ OORR•o DATE START: 7-25-90 DAllS """AFT£ WAT1ill BOTT°" BOTT°" 1YPE HSA 8 '-./ DATE FINISH: Z-25-SII cow 0,. CASNQ OFHOI.E DRILLER: M. McConahey ~ -SIZE ID 4 1/4 In. 1 3/8 In. /' PREPARED BY: D. Anderson HAIIIIEA WT ' ,,, 140 Iba • ...... .,,, -HAWEAFAU. / ' 30 In. /' DEPTH CASlto> .......... .. _. .._. ,. 11.0"9 11.0"9 NUIIIISI DEPTH FIELD CLASSIFICATION AND REMARKS FUT PER PER AANGE FOOT I INCHES No spilt spoons taken before 17.0 feat. ~LAYE:! lllLI !MLl Cuttings are fill, red-brown, mostly silt, some clay. ~LAYE:! :IILI !MLl Cuttings are possible Ill), dark brown, mostly silt, -5.0 some clay, few line sand, trace gravel. -FILL MATERIAL- (Gravel layer encountered from 7.5 to 8.5 feat) 8.5 Feel ---- - - - - --- - -- - -- ~LAYE:! :IILI !MLl -10.0 Cuttings are residuum, red-brown, orange-brown, mostly silt, some clay. -GRANITE RESIDUU~ ,12.5_Feet_ - ---- -- - - - - - -- -1S.0 1 I I II 1g No recovery. 19 8 17.0 9 IAHC!l llLI tMLl 11 S1 -Very stiff, orange--red, yellow, sllgh11y mols1, mostly 17 1a n sill, few fine sand. -GRANITE RESIDUU~ -20.0 BLOWS/FT. DENSITY BLOWIWT. CONSISTENCY SAIIPLEID. COMPONENT, OROUND WATER ABBREV. •·• ---•·• ......,IOl'T • IPUTIPOCII 110111.Y •·tGO'li, WO -Wltll DIIUJto> .... L00II! •·· SOFT T TUN ... •·--• NOT EMCOUNTDED ,, ·» IIEDIIIII,._ •·• IIEl)IIJll lllff u --LmU 11 ... UR· NOTREAO S1 •ID -.. ,. 811FP ..,;, 0 ---... •·-11+ --11-aa ---I OTHEII --BORING NO. SB-2 . ... HARO .............. t. II II II II II II II 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 I D D I I ....... CASINO IAWUR • ...... ILOWII l'UT --FOOi' ·-• 8 7 1A ....... ........ -DEPTH IWIOol 20.0 S2 - ~~n SB-2 2 FIELD CLASSIFICATION AND REMARKS !16tlllX !IILI !MLI Still, orange-red, tan, slightly moist, mostly silt, little fine sand, saprollte. -GRANITE RESIDUUM- --------- -25.0 1---+-,---t----t-=-::~ 6 25.0 !IAtlllX CLAXEX !IILI !MLI Very still, orange-brown, white, tan, slightly moist, mostly silt, little clay, little fine sand, saprollte. 7 S3 "' -30.o 1---+-----i -35.0 1---.... ---1 -40.o 1---11---1 i-48.0 1---t---t ~~~r,, ' BLOWS/FT. •·• 1·10 11-• It-• ••• --LOOU IEDIUIIDEHII. ---•·• •·· •·• I• 11 , ..• ... 27.0 ...... BOTTOM OF EXPLORATION COMPLETED AT 27.0 FEET CONSIS I c--..-. SAMrLJ:: , .... , un=NU wATcn ABBREV. Ylll'flOFT • IIPUT-110111.Y •• ,.... WO• Ma.I DIIWNII l0FT T 1U8I -•·-... --IEDIUlll'IIFP u Utal1UA8ED MTON unu , .... UR· JC)fAUD STIFP Q CIAAII....-U ,.. •·-Ylll'(ITlfP I OTHER nu.ca -BORINONO. SB-2 ..... ,_NOIIICO¥IIIY 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 I I I I I I I I I I I I ENVIRONMENT AL TEST BORING REPORT BORING NO. SB-3 CONSULTANTS PROJECT: MACON/DOCKERY RI -PHASE N CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE JOB NO: G-9168 CONTRACTOR: QROUNDWA TER PROTECTION, INC. PAQENO: 1 oi2 EQUIPMENT USED: DIEDRICH 0-120 LOCATION: ~;•Macon OAOUND WA.TM DEP'l'H TO: (II.) CASING IIAIIPUR CORR ELEVATION: ~43 Iii! fi'l!I~ oOM•• DATE START: 7-26-90 DAT£ ,_coi.P~ WAT£R BOTTOM BOTTOM TYPE HSA s ,/ DA TE FINISH: Z·Zli:S!l OIF CASING OF HOU DRILl.ER: D. Austin SID: 10 4 1/4 In. 1 3/8 In. / ' PREPARED BY: M.Sheehan HAMMER WT ..... / 140 Iba • ...... / HAMMER FAU. ./ ....... 30 In. /'- DEPTH CASING 8AIIPUJI lWIPU ........ IN DLO ... DLO ... NUIIIISI DEPTH FIELD CLASSIFICATION AND REMARKS -T PER PER IWIGE FOOT IINCHEI No spilt spoons taken before 15.0 feat. SILr! SAtll2 !SMl Cuttings are reddish-brown, dry mostly fine sand, soma silt. SILr! SAtl12 (SMl Cuttings ar~ dark gray, moist, mostly fine sand, soma silt. -s.o SILr! SAtl12 !SMl Cuttings are reddish-brown, mostly fine sand, some silt. -10.0 . -15.0 5.0 FNt 15.0 SAtll2:i'. SILI !MLl 10 S1 -Vary stiff, mottled It. brown and orange-brown, dry, 13 mostly silt, some fine sand, few medium sand. :=::E 17 n Sample has odor of degraded oil, weak ralicl fabric. -GRANITE RESIDUUM- ' -20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT , <iROUND WA,= ABBREV. •·• VBIYLOOM •·• VERY ll0fT I IPUT.,.,._ • .-n., ...... WD • WIILE DAJI.UtG 1-10 LOOM •·· SOFT T 111• 110111 •·-·---11-st --•·• , MEDIUM ITff u u--UTT1.I 11-8" UII • NOTREAO 11-• -,.,. STIFF Q GRAIU-.. FEW •·-... ---11-• VERY l11ff l 01MEA 1RACII -BORING NO. SB-3 ... HARO ,_NOAECOVIIIT 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 I I I I I I I I I I IISIRRINE 511■ ENVIRONMENTAL TEST BORING REPORT BORING NO. SB-3 CONSULTANTS PAGE 2 OF 2 ....... CAIIIOCI ._._ ......... IAIIPU .. ....... ....... -....... FIELD CLASSIFICATION AND REMARKS FUT --...... . '°°' 1 INCHEII II 20.0 :IAlll2:i'. :IJLI IMLl A S2 Very stiff, mottled orange-brown and light pink, dry, mostly silt, -11 little fine sand, few medium sand, modlerately preserved reliclt 11 "n fabric:. -GRANITE RESIDUUM- . ~25.0 :IAlll2:i'. lilLI IMLl ~ 25.0 Very stiff, mottled orange-brown and light pink, dry, mostly silt, 1n S3 little fine sand, few medium sand, moderately p18S8rved reliclt -fabric:. -GRANITE RESIDUUM-17 1Q ••n BOTTOM OF EXPLORATION COMPLETED AT 27.0 FEET -30.0 >-35.0 >-40.0 >-41.0 8' DENa.1-. BL CONSIST~, SAMPLE II>, . 1 -• • ll"'n anBREV. •·• VBl'tl.OOIIII •·• VERY"°" • IPUTIPOCN ..,,_, ...... WI). WIii.i! DIIWNCI .... l.001111 •·• .SOFT T 1VN .... •·-,. • -ENCOUNmlED •·• MEDIUM lllFP u ._TIIIIIIED_ unu ,. .... Ult. M)TRUO 11-• IIEDIUII.,._ •· 11 STI" Q OAMU-.. -•·-11-a -11-• YERYl1W I OTIEI ,....,. -BORIHQNO. SB-3 ... --••• twal IIIIOCIRICCMA't -, 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 I I I I I I I I I I I I IISIRRINE ENVIRONMENT AL ,,, .• Hill CONSULTANTS TEST BORING REPORT BORING NO. 98,.4 [PROJECT: MACON/DOCKERY RI -PHASE I CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE JOB NO: G-9168 !CONTRACTOR: GROUNDWATER PROTECTION1 INC. PAGENO:, 1 of 2 EQUIPMENT USED: DIEDRICH 1).120 LOCAT10N: DtHrMacon OAOUND WATER DEPTMTO: (ll) CASINO SAIIPUA COAi! ELEVA110N: i3 Iii! M~~ ------DATE START: 7-26-90 """' ,..._,., WATER DOTTOII DOTTOII TYPE IISA 8 '-./ DA TE FINISH: 7-21i::SII COIIP OF CASINO OI' HOU DRILLER: 0. Austin SIZEID 4 1/4 In. 1 3/8 In. /"' PREPARED BY: M. Sheehan HAIIMERWT .... / 140 Iba. "' / HAIIUERFAU ./ ...... 30 In. ~ ...... DEl'TN CASINO ......... ........ ........ IN ILOWO ILOWO NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FUT PEA PEA ....,. FOOT IINCHEB No spilt spoons taken before 15.0 feet. SILD'. SAtlC! (:!Ml Cuttings are red-brown, dry, mostly fine sand, some silt, soil staining 5-8 leet belowFll!,(-TERIAL- -5.0 l,0f_NI_ - - - - - - - - - -- - - - -10.0 SILD'. SAtlC! (:!Ml Cuttings are red-brown to grey-brown, dry, mostly silt, some fine sand. -15.0 15.0 SAtlC!X SILi !MLl 7 S1 -Very stiff, partly mottled, reddish-brown, dry, mostly 9 silt, little fine sand, few clay. 12 17.0 ·MIDDENDORF FORMATION• -20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COIIPONEHT "'-GROUND WAn,11 ABBREV. ·-· --•·• . VERY__, • IPUTIPOCII 1101,1\.'f • -1CIICM WD. WIii.i DIIUJNQ I -10 LOOM ·-• SOFT T TUN 10111 •--... .,,. BICOUlfTEmJ 11-ID IIEDIUMDEN8l •-• MEDIUII lllff' u ----UTTUl , .... UII • NOTRUD 11-m -1-11 STIR' a CIRAIIU-.. -•·-... --11-,0 VERY l11R' I OntEII ,_ -BORING NO. 98--4 ... HARO IIINOAECOVER't 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 I I I I I I I I I I I !IISIRRINE 1111■ ENVIRONMENTAL TEST BORING REPORT BORING NO. SB-4 CONSULTANTS PAGE 2 OF 2 ...... CASINO ._._ IAIIPU BA-.E IN ILOW9 ILOW9 -...... FIELD CLASSIFICATION AND REMARKS ..... ... --"°"' IINCID n 20.0 :1Atll2:r'. :IILI IMLI 5 S2 -S1111, mottled light orange-brown and light pink, dry, mostly silt, 7 few medium sand. Medium sand Is quartz grains. Prominent " .,., n relict hypldlomorphic granular fabric. · -GRANITE RESIDUUM- ,-25.0 :1Atll2:r'. SILi IMLI 5 25.0 Very stiff, little medium sand and feldspar., dry, mostly silt, few 8 S3 -medium sand. Medium sand is quartz grains. Prominent relict D hypidlomorphic granular fabric. 4ft HI\ -GRANITE RESIDUUM- BOTTOM OF EXPLORATION COMPLETED AT 27.0 FEET ,-30.0 ,-35.0 I ,-40.0 ,-41.0 ~ Bo--CONSIS I to-~ ... s.&U~ ID. -. GROUND-• ABBREV. verr...-.. ·-• -~ I llf'UT-11011\.Y m. 1CD'II WD. WNlll. DlllUNQ •·• •·• ~ T ,_ .... •·-... --.... ,__. •·• -·-u --i..rma 1, ... -----11-• IIEIIIUIID&NM SIIA' Q _ _. ... •·-11-• -1-11 ... --11-• .......... I OTIIIII ......,. -BORINONO. SB-4 ... -,..,_ II II 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 I I I I I I I I I I I IISIRRINE i1II■ ENVIRONMENT AL TEST BORING REPORT BORING NO. SB-5 CONSULTANTS PROJECT: IIACON/DOCKERYRI-PHASEI !CLIENT: MACON/DOCKERY SITE STEERING COIHolITTEE J08NO: G-9188 CONTRACTOR: GROUNDWATER PROTECTION1 INC. PAGENO: 1 of 2 EQUIPMENT USED: DIEDRICH D-120 LOCATION: U!llrMacon OROUNDWATU DEPTH TO: (ft.) CASINO !WIPUR CORI! ELEVATION: ~ Jiiifillt ··---· DATE START: 7-27•90 DATIi -~~ WArnl BOTTOII BOTTOII TYPE HSA s '-/ DATE FINISH: 7-2Z-iQ 0,: CASINO OFHOlE DRILLER: D. Austin Im! IO 4 1/4 In. 1 318 In. /'-. PREPARED BY: M. Sheehan HAIIIIERWT ' .,,,. 140 Iba. ,,,,, --HAIIIIEJI FAU ./ ......... 30 In. /' DEPTH CASING BAIIPWI .. ~ .. ~ IN Ill.OM SI.OM """""' DEPTH RELD CLASSIFICATION AND REMARKS FUT PER PER RANGE FOOT IINCHEB No split spoons taken before 15.0 feet. li!IL TY li!At:112 !li!Ml Cuttings are reddish-brown, dry, most~ fine sand, some silt. 2.0 Feet . -R L MATERIAL------------------ t;LA)'.J;)'. li!ILD'. li!At:112 !li!Ml Cuttings are brownish-grey, dry, mostly fine sand, some silt, few clay. Coloration appears to be unnatural staining. Very strong odor. OVA -s.o monitoring of cuttings in drum approx. 1 O ppm. -ALL MATERIAL- 9.0 Feet - - - - - -- - - - --- - - -- .... 10.0 -1s.o 5 15.0 li!At:112)'. li!ILI !MLl a 91 -Sim, reddish-brawn, dry, mostly silt, llttla fine sand, 8 few clay, very poor1y preserved relict granitic fabric. N 17 ft -GRANITE RESIDUUM- -20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COIIPONEHT ~ GROUND w,., o:n ABBREV. •·• YIR'tl.00M •·• ....,.__, I IPUTIIPOCII 1111011\.Y ■. ,_. WD • wtaa DAIIJJNCI .... 1.00M •·• aon T TUN ..,,. ., __ -• NOT BCOUN1'UIElt 11-• IIEIIIUII,.._ •·• MEDIUlllllff' u --uma , ..... UR • l«>T READ 11·■ .... •· 11 SllFP a ----•·-... --11-• YERYl11A' I o ..... --80RING NO. SIM .,. HARD ,...,...,.,.., 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 I I I I I I I I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. se-s CONSULTANTS PAGE 2 OF 2 """' CAIIIG -UMU IWIP\.E • 11.0119 11.0119 -"""' FIELD CLASSIFICATIOH AND REMARKS FUT --...... FOOT ·-i 20.0 :!Atll!X :IILI !MLl -. Still, reddish-brown, dry, mostly silt, little fine sand, S2 -7 few clay, very poorly preserved relic! gran~lc Q Mft fabric. -GRANITE RESIDUUM- -25.0 4 25.0 :IA!ll!X :ilLI !MLl --.: Still, reddish-brown, dry, mostly silt, little fine sand, .. S3 -few clay, very poorly preserved relict gran~lc .. --ft , ... ~..i-,.,.." ~llt.llTI: Cl .. ..,, ... ,••••• BOTTOM OF EXPLORATION COMPLETED AT 27.0 FEET '-30.0 ---35.0 '-40.0 L-48,0 ~-DENSITY BLOWS/FT. CONSISTENCY SAMP-.-.'ID. II , GROUND WATER ABBREV. ·-· --•·• ..... IIOl'T • ll'UTtll'OOII M011U ■ · KID'lt WD • WIIUi IIIIUJNQ .... LOOM •·• IIOl'T r ru• 10111 •·-... IIIJT BICOUNmlED 11 •JII IIEIIIUII.,._ •·• IIEDIUII ITIW u --uma , ..... UA· NOTfEAD 11-■ -1-11 STIFP a ----.... ·--... ....,.,._ 11· :IO ..... lllfl' I OTHEII ruca -BORINQNO • SB-5 . 11. HARO ... ... _,.., 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 I I I I I I I I I I I I ENVIRONMENT AL TEST BORING REPORT BORING NO. SIMI CONSULTANTS PROJECT: MACON/DOCKERY RI -PHASE I CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE J08NO: G-9168 !CONTRACTOR: GROUNDWATER PROTECT10N1 INC. PAOENO: 1 of 2 i;QUIPMENT USED: DIEDRICH I), 120 LOCATION: O~~rMacon OAOUND WA.TEI DU'THTO: (It.) CA8INCI IIAMPUR CORI! ELEVATION: ~~):= Ii!! Ml:!~ ··---· DATE START: 7-26-90 DATI. ,-. C,OW,UI WATUI BOTTOII BOTTOII ,., .. 116A s './ DATERNISH: Z·21i:S!I Of'CASING Of' H0l.E DRILLER: D. Austin OIZII IO 4 1/4 In. 1 3/8 In. -/, PREPARED BY: M. Sheehan ~-HAIIIIER WT ,.,,,. 140 Iba. ,.,,,. HAMMER F All / ...... 30 In. ..... ' DEPTH CASING ... _.. ... -.. ... -.. "' lll.0WS II.OWi IAIIIIIEA DEPTH FIELD CLASSIFICATION AND REMARKS FUT PSI PSI IWIGE FOOT tlNCHEI No split spoons taken belore 15.0 teet.. :Ill TY llANl2 !llMl Cuttings are till, grey-brown, dry, mostly tine sand, some silt, mild odor. -FILL- -s.o 5.5 Feet .... ---------------- lllLTY llANl2 !llMl Cuttings are reddish-brown, dry, mostly tine sand, some silt, tew clay, very mild odor. -MIDDENDORF FORMATION- -10.0 !IJLTY llANl2 !llMl -15.0 Medium dense, reddish-brown and grey-brown, 15,0 a.o Feet very moist, mostly tine sand, some medium sa~ 8 S1 -. little silt. -MIDDENDORF RMATION- 18 17 17.0 llAtjDY !IJLJ (Ml,} Reddish brown, very slightly moist, mostly silt, little fine sand, poor rellcl granitic tabrtc:. -GRANITE RESIDUUM- -20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY . SAMPLE ID. COMPONENT,. OttUUND wATER ABBREV. •·· VSl'fLOOM •·• VERY~ I ll'UT-110a1\.Y ID· 1QIN. WD,WMI.EDAWIIQ .... LOOM •·• ~ T 111N 10111 ... -• ,_ • NOT ENCOUNTIAED 11-10 IIEIJIUII-•·• MEDIU11811Ff u UIClll1\IABED PIITON UTTU 1, ... UA • NOTRE.ID 11 •ID .... •· 11 an"' Q ----•·-11+ --, ..• VEAYIITW I 01NEII --BORINONO. SIMI ... HARD ,..,.,_ . 11 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 I I I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. SM CONSULTANTS PAGE 2 OF 2 ....... CA8INCI IAWUll ...-.. BAWU IN II.OW II.OWII -....... FIELD CLASSIFICATION AND REMARKS PUT --...... ,oar IINCHEll • 20.0 :iiAlllll :iilLI !MLl ~ S2 Medium stiff, light orange-brown, very slightly moist, mostly silt, -4 few fine sand, trace clay. Poor relict granttlc fabric. A •• ft -GRANITE RESIDUUM- .,_25,0 8 25.0 :iiAlllll :iilLI !MLl 7 S3 Stiff, mottled yellow-brown and orange-brown, dry, mostly silt, A -few fine sand, trace clay. Well preserved, relict granttlc fabric. 1n • , n ...... BOTTOM OF EXPLORATION COMPLETED AT 27.0 FEET -30.0 -35.0 '-40.0 . I -u.o BLO-JP'I, DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID, , GROUND WATER ABBREV. •·• --•·• .....,_, • IPUT...,.. 11011lY ..... WD • wtlU OIILUNQ 1-10 -•·· 90fT T TUN .... •·--• NOT ENCOUN1UED •·• IIEDIUll lnFF u --urn.a 11 ... Ult • lll)T AUD 11-• IEIIUIIIIEJIIIE a ---... •·-11-• -1-15 S11fl' ... --11 · JO ---I OTHER --BOAINGNO. SM ... IWID •110- 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 I I I I I I I I I I I I IISIRRINE '}Iii■ ENVIRONMENT AL TEST BORING REPORT BORING NO. CONSULTANTS SS-7 ~ROJECT: IIACON/DOCKERY RI .f'HASE I CLIENT: IIACONIDOCKERY SITE STEERING COIIIIITTEE JOB NO: G-9188 CONTRACTOR: GROUNDWATER PROTECTION, INC. PAGENO: 1 oh "'0UIPMENT USED: DIEDRICH ~120 LOCATION: Oel!!!r Macon GROUND WATER DEPTH TO: (IL) CAIIINQ IWIPWI -~-ELEVATION: -DATE START: 7-26-90 DATI! ....... , .. WATl!R IOTTOII aon011 TYPE HSA s '/ DATE FINISH: Z-211::1111 C0IIP r:JFCA!INQ r:JFHOtE DRILLER: D. Austin -L.._ 4 114 In. 1 318 In. ,,,....._ SIZEID PREPARED BY: M. Sheahan HAIIIIERWT ,_,,. 140 lbs • ...... / HAMMEAFAU. =, 30 In. / ...... DEPTH CASINO .,._,.,. ......... ......... IN llOWI llOWI NUIIIISI DEPTH FIELD CLASSIFICATION AND REMARKS FUT PER PER RANGE FOOT IINCHEI . No spilt spoons taken before 15.0 feat. S(LJY SAND ISM) Cuttings are fill. brown, mosUy fine sand. some silt, with wood. -FILL MATERIAL-2.5 Feat ASllESLC(NDEBS Cuttings are possible ashes/cinders with wood. -FILL MATERIAL• '-5.0 . 6.0 Feet S(LJY SAND ISM) Cuttings are stained. black to daz1< brown. mostly fine sand. some silt. 9.0 FNI .... -- - - -- - - -- -- - -- - L...10.0 Gravel layer. J.2.0_~ -- -- - --- - - - --- '-15.0 • 15.0 S(LJY CLAY IMLI 5 S1 -Stiff. red-brown. moist. mostly silt. some clay. 8 , 17.0 -GRANITE RESIDUUM- J.8.5_~ - - - - - - - -- - - -- - .... 20.0 . BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAIIPI.EID. COIIPONENT % GROUND WATt.N ABBREV. •·• VEAYLOOM •·• YEAYIIOl'T • ll'UTIPOON 1101n., •·,... WD • WIIUI DIIWHO .... L00U •·• """ T Tllaa ..,.. ·---. -,y B«::OUN'RMD 11 -ao IIEDIUII DENII. •·• IIEJIUll llff u --UTTU 1, ... UR. NOTREAO 11 •ID .... t-11 l11fP a ---Fn •·-11+ --11-ao YEAYSIW I OTIEI ._ -BORINQ NO. SS-7 ... HAAD ,...,_ I I I I I I I I I I I I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. SB-7 CONSULTANTS PAGE 2 OF 2 DIPTII CAIINQ .. ~ IAIIPU ... -.. .. ..... ..... -DEPTH FIELD CLASSIFICA TIOH AND REMARKS FUT -"" -"'°' ·-• 20.0 g,AXEX lllLI !MLl • S2 -Medium stiff, red-brown, moist, mostly silt, some clay. 3 21.5 -GRANITE RESIDUUM- 23.25 Feet -- --- -- - - -- ------ .... 25.0 5 25.0 " llAHC!X lllLI !MLl ~ Stiff, tan, brown, white, moist, mostly silt, some fine sand, trace !I S3 -clay, saprollte. --GRANITE RESIDUUM---28.5 BOTTOM OF EXPLORATION COMPLETED AT 28.5 FEET ,__30_0 >-35.0 .,_40.0 .... 41.0 B ·1. DEN~,, BLOWS/FT. CONStSTEHCT aa•Pu lu. COMPONPN•"' '·•~ND WA. PR ABBREV. ••• ....,,...,_ •·• -l0FT • ........... IICISII.Y •• ,.._ WD. wtlLI. DIILIJNQ .... ,...,_ •·· l0FT T TUN 10111 •·-• . ..:,r ENCOUNTUED 11-• IIEIIUII.._ •·• IElllUll 111A' u UNDISTURBED ,_TON UTT\A 11 .... UR· NDTRUD S1 -ID -t • 11 111A' a ---.... •·-... --, .... ---X 0---ll0RINQ NO. SB-7 ... -,...,_ I I I I I I I I I I I I I I I I I I I IISIRRINE :i:::11■ ENVIRONMENT AL TEST BORING REPORT BORING NO. SM CONSULTANTS PROJECT: MACON/DOCKERY RI .PHASER ::LIENT: MACON/DOCKERY SITE STEERING COMMITTEE JOB NO: G-9168 CONTRACTOR: GROUNDWATER PROTECTION1 INC. PAGE NO: 1 oh l'QUIPMENT USED: DIEDRICH D-120 LOCATION: kMacon QAOUND WATER DEPn<TO: (It.) CASING SAMPLER .. ~. ELEVATION: Z-r-riilfi!~~ DATE START: 7-31-90 ... ,,. WATER BOTTOM BOTTOM TYPE HSA s '/ DATE FINISH: Z·3MIII 0,-OF CASINO Of' H0lE DRILLER: M. Mcconahay --sm; ID 4 1/4 In. 1 3/8 In. /"-PREPARED BY: D. Anderson HAUUERWT ,.,,,., 140 Iba • ....... / HAUIIEJI F AU .,,,,, 30 In. V "- DEPTN CASINO &AlilPI.E.A . ........ .. ....... Ill II.OWi II.OWi IOIIIIIER DEPTH FIELD CLASSIFICATION AND REMARKS FUT PER .... RAHCE FOOT I INCHES No spilt spoons taken before 15.0 leet. Cuttings are fill, red-brown and brown, sandy clayey silt. •FILL MATERIAL• (Thin layer of stained soil at 5 feet. Strong hydrocarbon odor.) 5.0 Feet -s.o --- - ---- - - - -- - - -- C~ttings are red-orange clayey silt. -10.0 !.LA:i'.E:i'. :IILI IMLl -15.0 Stiff, rad-brown, brown, moist, mostly silt, some 4 15.0 clay. 5 ~6.0 Feet . . S1 -6 !.LA:i'.El :IILI IMLl 7 17.0 Stiff, yellow-brown, slightly moist, mostly silt, little clay, saprollte. -GRANITE RESIDUUM- , jl.O..feet_ -- - - - - - - - ---- - -20.0 BLOWS/FT, DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT% GROUND WATl:ff ABBREV. •·• YBrfL00811 •·• VERY l0fT I IPUTll'OCII 11011\.Y •• Mlft WD. 'MIU DAILi.iNG .... L008II •·• SOFT T lVBI! 10111 ,. __ .. • NOT BICOUNTEIED 11-• IEDIIUII DENlf. ··• MEDIUII aTIFF u UNDl81URBED PlaTON um.a , ..... UR· NOT AUD 11 • Ill .... 1-11 mFI' Q QAABIAWU -•·-... --.... YERYITlff l 01HEII ,.._ -IIOlllHG NO. SIM ,,. HARD IIIIIOAEC0'1ERY I I I I I I I I I I I I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. SB-3 CONSULTANTS PAGE 2 OF 2 0EPTN CAIINCI IAWWI ...-.. ""'-.. .. IL0W9 IL0W9 -0EPTN RELD CLASSIFICATION AND REMARKS FUT --IWIQE l'IIOT IINC>EI • 20.0 :!Atilrt :IILI (MLl 8 S2 -Still. yellow-white, pink, brown, mostly silt, some line sand, 7 21.5 trace medium sand. -GRANITE RESIDUUM- -25.0 5 25.0 :IAHl1Y :IILI (MLl 7 S3 -Stitt, tan, yellow11rey, pink, slightly moist, mostly silt, some line R sand, little medium sand. 11 27.0 -GRANITE RESIDUUM- BOTTOM OF EXPLORATION COMPLETED AT 27.0 FEET ' >-30.0 >-35.0 >-40.0 -u.o ~-· nT BL~. CONSIST wT LI! ID. COMPONENI '!I, 0""' •ND WATER ABBREV. •·• VSl'tl.-. •·• ---I ...,....,.. IIOSl'LY •• ,_., WD • WMLl DIIUJJG I• IO 1.-. •·• _. T T\la .._ •·-NI • NOT ENCOUN1'UED 11 •211 IIEEIUII OENII I ·I . -·-u ..--Ol'IITON unu 1, ... UR· NOTAI.AO H-■ -I. 11 IITIFI' a CIAAallAMIU FEW •·-... --".x, ---I OTHER ......,. -BORINONO. SB-8 ... -•110- I I I I I I I I I I I I I I I I I I I ENVIRONMENT AL TEST BORING REPORT BORING NO. CONSULTANTS SB-II PROJECT: MACON/DOCKERY RI .f'tlASE A CLIENT: MACON/DOCKERY SITE STEERINQ COMMITTEE JOB NO: G-9168 CONTRACTOR: QROUNDWATER PROTECTION1 INC. PAQENO: 1 oi2 EQUIPMENT USED: DIEDRICH 1).120 LOCATION: a,;•ijacon GROUND WATER DEPTH TO: (II.) CASIHO SA.IIPU!A COAa ELEVATION: ~~-=-fiil gg~ ...... DATEBTART: 7.30-90 DATE ,,_ Al"IIU WAml BOTTOII BOTTOII TYPE HSA 8 '-/ DA TE FINISH: zao-90 cow OF CASING OF HOLE DRILLER: --saE IO 4 1/4 In. 1 3/8 In. ,,,,, D. -cConaliay PREPARED BY: J.Johnson HAMMER WT ....... / 140 Iba. ,.,,,, HAMIIERFAU / ....... 30 In. .,,, DEPTH CASINO IAIIPUA IAIIPU SAIIPU IN II.OWi ILOWI NUIIBER DEPTH AELD CLASSIFICATION AND REMARKS FEET ... ... AANOE FOOT IINCHEI No splrt spoons taken before 15.0 feet. 1.0 Feet :ilLIY :iAtll2 !liMl \ Cuttings are reddish-brown, d'.J:i most~ fine to coarse sand little silt. • LL M TERIAL· ~LAYEY :ilLIY :iAtl12 (~:llMl Dark brown to grayish black, moist, mostly medium sand, some silt and clay -hydrocarbon stains, sou appears to be saturated wrth hydrocarbons. -s.o 8.0 Feet --- - - -- - - - --- -- - - -10.0 -15.0 6 15.0 :iAtll2Y ~LAYEY :ilLI !MLl 5 S1 -Still, reddish-brown to dark gray, mostly silt, some 7 clay, llltle sand; apparent hydrocarbon staining and 10 17.0 saturation. -GRANITE RESIDUUM- 18.5 Feet .... - - --- - - - - - - - - - - - -20.0 . BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY BAMPLEID. COIIPONENT'!I. I unuuND WAT"" ABBREV. •·• .....,LOOIIE •·• ..... IOF'T • IPUT""°"" l«Jel\.Y ■-1GIN, WD • WIii.A DIIUNI .... L00IIE •·• ' 90FT T TUBE ..,.. •·-----11-• IEDIUII DEN8E •·• MEDIUM lm=F u UfClllUABED PISTON unu ..... UIII. NOTAEAO 11 •ID .... l-11 ·-Q QAASU-.. FEW •·-... --,._., VERYITlff' I OTltER --BORINONO, SIM ... HARO ,_NOAECOVlll'f I I I I I I I I I I I I I I •• I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. SB-9 CONSULTANTS PAGE 2 OF 2 DEPTll CAIINQ IAMPWI IAMU iBA>l'U IN ....... ....... --DEPTll FIELD CLASSIFICATION AND REMARKS FUT PER PER IWIClll FOOr IINCNU ,. 20.0 !;;LAYEY a!LI !MLl !I -Stiff, reddish-orange and white; moist, mostly silt, little clay, S2 5 21.5 saprollte. -GRANITE RESIDUUM- ,-15.0 4 25.0 !;;LAYEY SILI !MLl 4 S3 Stiff, reddish-orange and white; moist. mostly silt, little clay, -C saprollte. -GRANITE RESIDUUM-7 -ft BOTTOM OF EXPLORATION COMPLETED AT 27.0 FEET ,-30.0 ,-35.0 -40.0 ,-41.0 BLOn •r,. '" BLOwst1-. CONSIST~-• -MPU:.lu. COIIPONEN 1 % GROUND WA, cR ABBREV. •·• --•·• ..... _. I IPUT...,._ ll0STL' •. MIN, WO• WIIU DIIUJNQ .... -•·• aon T TUU --•·- ,. ___ •·• -·-u ---um.I 11-at'lt · UR· .:,TREAD 11-m ......, ...... -Q CIAAIIIAWL.l mr •·-11-• -I· 11 ... ·--11•311 ---I 01HEII """" -BORIHGNO. SB-9 ... HARD JIii IIOMCQlflRY t. I I I I I I I I I I I I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. SB-10 CONSULTANTS PROJECT: MACON/DOCKERY RI -PHASE II CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE JOB NO: G-9168 CONTRACTOR: GROUNDWATER PROTECTION, INC. PAGE NO: 1 of 2 EQUIPMENT USED: DIEDRICH D-120 LOCATION: Lower Macon GROUND WATER D£P1'11 TO: (It.) CA~NQ SAMPLER COR! ELEVATION: 1 H,H Ii!! !JS~ -----· DATE START: S-2-90 DATc liRSAFTE°"i WATER BOTTOM BOTTOM TYPE HSA s '-/' DATE FINISH: ll:2·911 COMP OF CASIHG Of'HOlE DRILLER: M. McConahey -'----SIZE ID 4 1/4 In. 1 318 In. /'-PREPARED BY: D. Anderson HAMMER WT ....... / 140 lbs. ....... / ---HAMMER FAU L/'-30 In. I/'- DEPTH CASING SAMPLER ......... SAMPl.E IN BLOWS BLOWS NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET PER PER RANGE FOOT 61NCHES No splrt spoons taken before 15.0 feet. SILTY SAND fSMI Cuttings are brown mostly line sand, some silt. ' L-5.0 6.0 Feet CLAYEY SILT fMLI Cuttings are red, mostly silt, some clay. .... 10.0 12.0 Feet Gravel Layer 13.0 Feet CLAYEY SILT fMLI L-15.0 Stiff, red, moist. mostly silt. few clay, trace line 5 15.0 sand. 6 16.0 Feet ·MIDDENDORF FORMATION• S1 -6 SILTY SAND, GRAVEL IGMI 8 17.0 Medium dense, yellow, whrte, tan, moist, mostly gravel, some line to coarse sand, few silt. i-!.8.5_!-!,_ •MIDDENDORF FORMATION• - - - - - - - - - - - -- - L.20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. r.OUPONENT% GROUND WATER ABBREV. •·• YERYL008E •·• VERY 90FT • SPUTIIPOON IIOITLY S0°1CIO'II, WO-wtlUDIIWNG 5-10 L008E •·· 90FT T TIJIIE ..,. ... -NE. • NOT ENCOUNnAE.D 1t -30 IIEDIUM DENSE •·• MEDIUM STIFF u UNDIST1JRBED PISTON LITTLE 11 • 25'11, UR • ..:>TREAD :11 .50 DENSE 1-15 STIFf a QRABUWLE FEW •·-... VERYDENBE 11 ·30 VERY STIFF I OTHER 'l1IACI .... BORING NO. SS-10 ... HARO NA NO RECOVERY I I I I I I I I I I I I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO, SB-10 CONSULTANTS PAGE 2 OF 2 DEPTH CASINO SAURER SAYRE AYRE IN lll0WO ILOW9 IOJIIBER DEPTH FIELD CLASSIFICATION ANO REMARKS FEET PER PER RANGE FOOT IINCHD 7 20.0 SILD'. ~LAYE)'. SAt:111 (S~l ·a S2 .. Medium dense, yellow, tan, wMe, moist. mostly fine to coarse 11 21.5 sand, few clay, few silt, few gravel. -MIDDENDORF FORMATION- -25.0 7 25.0 4 26.0 Feat 5 S3 .. ~LAYE)'. SIL! (MLl " 27.0 srn1, red-pink, moist, mostly silt, few clay, trace sand. '\. -GRANITE RESIDUUM- BOTTOM OF EXPLORATION COMPLETED AT 27.0 FEET L..30,0 -35.0 -~ '-40.0 L..45,0 BLO\&I ""' DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT% GROUND WATER ABBREV. ••• VERT 1.0081! .. , VERY SOFT • 9"UT 9P00II 11108n. y 5D -, .. WD-wtll.EDAWNQ 1-10 LOOIII! , .. SOFT T TUBE · SOia! ,. __ NI -NOT ENCOU~AED 11 •XI MEDIUM DENSE •·• MEIMUM STIFF u UN018YURBED PISTON UTTU! 111 -21"!1, UA · NOT READ :11 .50 -,.u STIFI' a GRA89AMPU FEW 1.1ft ... VEAYHNIE , •• 30 VERY STIFF X OTitER TRACE .... BORING NO. SB-10 "· HARD NA NO RECOVERY I I I I I I I I I I I I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. SB-11 CONSULT ANTS PROJECT: MACON/DOCKERY RI .PHASE II CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE JOB NO: G-9168 CONTRACTOR: GROUNDWATER PROTECTION, INC. PAGE NO: 1 012 EQUIPMENT USED: DIEDRICH D-120 LOCATION: u;s;•Macon QAOUND WATER DEPTH TO: (11.) CASINO SAMPLER CORE ELEVATION: ; ,::: rii!l f;l!l~ -·---· DATE START: B-1-90 DAT'E -•FTE WATER BOTTOM BOTTOM TYPE HSA s '-/ DATE FINISH: 11:Hl!I COIIP OFCASINQ Of HOLE DRILLER: M. McConahey -SIZE ID 4 1/4 In. 1 3/8 In. /'-PREPARED BY: D. Anderson HAMMEAWT ,..,,. 140 lbs. '-/ ~ HAMMERFAU ..,,., 30 In. v, DEPTH CASIHO .. _.. ......... SAMPl.E IN SLOWS SLOWS NUIIBEA DEPTH FlELD CLASSIFlCATION AND REMARKS FEET PEA PEA RANGE FOOT I INCHES No splrt spoons taken before 15.0 feet. SI LD'. iiAHl2 (SM} Cuttings are fill, brown, moslly fine sand, some silt, with occasional thin layers of stained soil to 5.0 feet, thick layer or stained soil from 5.0 to 6.0 feet. ~5.0 6.0 Feet --- - -- - - - - -- - --- -SILD'. SAHl2 (SM} Cuttings are brown, mostly fine sand, some silt, some gravel. 10.0 Feet ,-10.0 .... - -- - - - -- - -- - -- - - t CLAYEY SILTfMLJ Cuttings are yellow-tan mostly silt, some clay. 14.0 Feet - - - - - --- - - - - - - -- - CLAYEY SIL TY SAHl2 fSM} -1s.o Medium dense, red-brown, slightly moist, mostly 6 15.0 ....,_ fine sand, little silt, little clay. 1 -MIDDENDORF FORMATION-S1 -10 15.5 Feet 12 17.0 SAH12Y SILT fMLl Very stiff, yellow-tan, pink, slightly moist, mostly silt, some fine to medium sand, saprolite. -GRANITE RESIDUUM- -20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COIIIPONENT % GROUND WATER ABBREV. •·• VERY LOOSE •·• VERY SOFT • SPUTlll'OON IIOBTLY 50 • IOO'I. WO· 'MILE DIIWNQ I• 10 L00aa , .. SOfl T TUBE S0IE ,. __ NE • NOT EICOUNTERED 11 •30 MEDIUM DENSE ·-• MEDtUII STIFF u UNDISTUA8ED PISTON LITTLE 11 • 2ft. UR. NOT READ 31 •50 -I. 11 STIFP a GAA88AWUi FEW 1°1ft ... VERY DENI& ll•XI VEAY811FP I OTHER TIIAC& ..,. BORING NO. SB-11 31+ HARD • N0 AECOVlR'f 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 I I' I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. SB-11 CONSULTANTS PAGE 2 OF. 2 ·DEPTH CASINO SAMPLER SAMPLE BAIIPU IN au,wa BLOWS NIJIIBEA DEPTH FIELD CLASSIFICATION AND REMARKS FEn PSI PSI AANIIE FOOT I IJC:HEI B 20.0 No recovery. ,n S2 .. 11 21.5 .....2s.o 6 25.0 ~Atll1Y ~LAYliY ~ILI !MLl B 26.0 Feet Stiff, tan, sl9htly moist, mostly silt. little clay, little fine to 10 S3 I\.. medium sand sanrolrte. -GRANITE RESIDUUM-13 .. ~Atll1Y ~ILI !MLl .. Very stiff, yellow-tan, pink, white, slightly moist, mostly silt, -28.0 some fine to medium sand, trace clay, saprolrte. "' -GRANITE RESIDUUM- BOTTOM OF EXPLORATION COMPLETED AT 28.0 FEET --30.0 - • -35.0 -40.0 --45.0 BLOWS/FT. DENSITY BLOWSIFT. CONSISTENCY SAMPLE ID. COMPONENT% GROUND WATER ABBREV. •·· VERY LOOSE '.' VERY SOFT • SPUTIIP00N 1101n, so .100'II, WO· wtlLE DflWNQ S-10 L008E '·• SOFT T TIJBE SOIE ,. ..... NE • NIIT ENCOIIIITEIIEO 11 •30 IIEDIUII DENSE ' .. MEDIUM STIFF u UNDISTURBED PISTON UTTUi , ..... UR· NOT READ J1 -SD .... '. 15 STIFF a GAAQMWU! FEW I• 10'JI. 51+ VEll"f D£NIII 11 · lO VERY STIFF X OTHER TAACII .... BORING NO. SB-11 "· HARD NA NO RECOV£A'Y 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 I I I I I I I I I I ENVIRONMENT AL .. CONSULTANTS TEST BORING REPORT BORING NO. SB-12 PROJECT: MACON/DOCKERY RI .PHASE II CLIENT: IIACONIOOCKERY SITE STEERING COIIIIITTEE JOB NO: G-9168 CONTRACTOR: GROUNDWATER PROTECTION, INC. PAGE NO: 1 of 2 EQUIPMENT USED: DIEDRICH D-120 LOCATION: Lower Dockety OAOUND WATER OEFTH TO: (ft.) CA5'NQ SAMPLER CORE ELEVATION: -"·---· DATE START: 7-30-90 OATIS -•FTE WATEA BOTTOOI BOTTOOI TYPIS HSA s '-./ DATE FINISH: 1-~~-S!I COMP Of CASINO OfH()lf DRILLER: ij_ ldcfona~ex -.....-SIZE ID 4 1/4 In. 1 3/8 In. / ....... PREPARED BY: J.Johnson HAUMERWT ...... / 140 lbs • ....... ,,,, HAUIIEAFAU ./ ' 30 In. ,..... ....... DEPTH CASINO -.R SAIIPU SAMPLE IN BLOWS BlOW8 NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET """ PER RANCE FOOT I INCHES No split spoons taken bafore 15.0 feet. eQQBLY laBAC!EC! SAt:IC! ,sei Cuttings are brown, moisl. mostly medium to coarse sand, trace silt. 4.0 Feet eQQBLY laBAC!EC! SAt:IC! ,sei -5.0 Cuttings are grayish black, moist, mostly medium to coarse sand, trace silt, saturated with hydrocarbons. 7.0 Feet QLAYEl'. SILI (MLl Cuttings are reddish-brown, moist, mostly silt, some clay. -10.0 -15.0 4 15.0 QLAYEY SILI (MLl 4 Stiff, reddish-brown, yellowish whrte and black, S1 -6 moist, mostly silt, some clay, trace coarse sand, --6 17.0 saprolite. -GRANITE RESIDUUM- 17.0 52 -Note: Two split spoons needed to obtain sufficient sample quanlity. 19.0 ,-20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAIIPLE ID. '-VIIIPOHENT % GROUND WATER ABBREV. ·-· VERY 1.0081 ·-· YEFIY SOFT • SPUT8'00N 11081\.Y 50-1~ WO -wtlLE DAIWNQ 5-10 LOOSI! , .. son T TUBE 80IE ,.,..,. IE • NOT ENCOUNTERED 11-30 IIEOIUII DENSE •·• MEDIUM anFF u UNDISTUABED PISTON UTTI.E 11 • 21"1, UA. NOTAEAD 31-50 DENSE I· 11 STIFF-· Q QRAS-, FEW S-tft 51+ YERYOENSE , ... YEAYmFF I OT>Ell nw:a .... BORING NO. S11-12 "· MARO NA N0 RECOVERY 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 I I I I I I I I I ENVIRONMENTAL TEST BORING REPORT BORING NO. SB-12 CONSULTANTS PAGE 2 OF 2 DEPTH CASO,eQ SAMPl.£R SAMPI.£ BAMPI.£ IN II.OWi II.OWi IIJIIBER DEPTH FIELD CLASSIFICATION ANO REMARKS FEET ... ... RAN<lE FOOT IINCHU • 20.0 !.LA)'.1;)'. l!ILI (MLl a S3 .. Reddish • brown, yellowish-white and black, very moist, mostly 10 21.5 silt, some clay, trace coarse sand, saprolite. -GRANITE RESIDUUM- .-25.0 2 25.0 ~LAYliY ~ILI !MLl 2 S4 .. Yellowish-white and red, saturated, mostly silt, some clay, trace 4 sand, saprollte. 6 •~ n -GRANITE RESIDUUM- BOTTOM OF EXPLORATION COMPLETED AT 27.0 FEET. .... 30.0 >--35.0 '-40.0 '-45.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT% GROUND WATER ABBREV. ••• VERY LOOSE •·• VERY SOFT • SPUTSPOON 11011n v so. ,..,.. WD -WHILE DflWNQ 5-10 LOOSE ··• SOFT T TUIII! ..-....... NE • NOT ENCOUNTERED 11 •30 MEDIUM DENSE ··• MEDIUM STIFF u UNDf8TUABED PISTON UTTLla 11-UW. UR· NOTAUD :J1 -50 DENSE •. ti STIFF a GRAB SAMPLE FEW 5 • terr. ... VERY DENSE 11-JO VERY STIFF X OTHER TRACE .... BORING NO. SB-12 "• HARD NA NO RECOVERY 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 I I I I I I I I ENVIRONMENTAL TEST BORING CONSULTANTS REPORT BORING NO. SB-13 PROJECT: MACON/DOCKERY RI .PHASE II CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE JOB NO: G-916B :ONTRACTOR: GROUNDWATER PROTECTION, INC. PAGE NO: 1 of 2 EQUIPMENT USED: DIEDRICH 0-120 LOCATION: U!!E!!' Macon GROUND WATER DEPTH TO: (ft.) CASINO SAMPLER CORE ELEVATION: ------· DATE START: 8-20-90 OATIS -AFTE1 WATER BOTTOM BOTTOM TYPE HSA s '-../ DATE FINISH: 11:20-!l!l COMP OF CASINO OF MOLE DRILLER: M. McConahe~ -.._ • ---SIZE ID 4 114 In. 1 318 In . .,,....._ PREPARED BY: D. Anderson HAMMER WT ................. 140 lbs . ....... ,,,, ---HAMMEAFAU ./ ......... 30 In. ,, ....... DEPTH CASING SAMPlEA SAMPLE SAMPLE IN BLOWS BLOWS NUMBER DEPTH FIELD CLASSIFICATION AND REMARKS FEET PEA PEA RANGE FOOT I INCHES No spli1 spoons taken before 7.0 feet. !i!ILIY !i!At:111 !!i!Ml Cuttings are mostly fine sand, some silt, some gravel. 3.5 Feet -- - - --- -------- -- ,-5,0 !;;LAYliY !iilLIY !aBAYliL !!aMl Very dense, while, yellow, brown, moist, mostly 30 7.0 gravel, li1tle silt, li1tle clay, gravels are rounded. 25 8.0 Feet -MIDDENDORF FORMATION- S1 ·-12 19 9.0 !;;LAYliY !i!ILI !MLl Hard, orange-brown, yellow-tan, moist, mostly silt, ,-10.0 little clay, trace fine sand. -GRANITE RESIDUUM- 14.0 Feet - - -- - - ---- - - -- - - - ~15.0 !i!At:111Y !i!ILI !MLl 5 19.0 Very stiff, yellow; tan, moist. mostly silt, some fine sand, trace ..,._20.0 7 --gravel, low plastici1y, saprolite . -GRANITE RESIDUUM- BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT% GROUND WATER ABBREV. •·• YERYLOOBE .. , VEAV SOFT • SPUTIIPOOM l«.8Tl.Y I0-10D'I. WD • wtlU DRILUNQ 5-10 L0081! , .. SOFT T TIJIIE SOME ,. __ NE • NOT ENCOUNTERED 11 • 30 MEDIUM 0£NSE •·• MEDIUM STIFF u UNDHITURBED PISTON Um.E 11-2ft, UA. NOT READ :11 -50 0£-I· 15 STIFF a GAAi SAMPt.E FEW 1-1crr. 51+ YERYDENBE 11-310 VERY STIFF X OTHER 1'llACE ..... BORING NO. SB-13 31♦ HARO NA NO RECOVERY 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 I I I I I I I I I I ENVIRONMENTAL TEST IBORING REPORT BORING NO. SB-13 CONSULTANTS PAGE 2 OF 2 DEPTH CASING BA-IWIPlE .. -.. IN BLOWI BLOWI ......... DEPTH FIELD CLASSIFICATION AND REMARKS FEET PER PER ...... FOOT IIIIC>ES 9 15 S2 21.0 BOTTOM OF EXPLORATION COMPLETED AT 21.0 FEET. -25.0 -30.0 ~35.0 >-40.0 -45.0 BLOWS/FT. 0ENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COIIPONENT% GROUND WATER ABBREV. •·· VERY LOOSE •·• VERY SOFT • SPUTSl'OON 1108~'f 50 -100. WO • WHILE DALUNQ 1-10 LOOIIE •·· SOFT T TUSE SOIE ........ NE • NOT ENCOUNTERED l1 .30 IIEDIUMD£NSE •·• MEtMUM STIFF u UNIIBlUABED PISTON LITTLE 15 • 2ft, UR. NOT READ 11 • IO DElllli 1·11 STIFf a GAABIWIPlE FEW 5 • 10'!' ... YERYDlNII! 11-30 VEAYITIFF I OTHER TRACa .... BORING NO. SB-13 11+ HARD NR NO RECOVERY 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, I I I I I ENVIRONMENT AL TEST BORING REPORT BORING NO. CONSULTANTS SB-14 !PROJECT: MACON/DOCKERY RI .PHASE n CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE JOB NO: G-11168 CONTRACTOR: GROUNDWATER PROTECTIS!!!z INC. PAGE NO: 1 oi1 EQUIPMENT USED: DIEDRICH D-120 LOCATION: Dee!r Macon GROUND WA.TEA DU'l>4TO: (It.) CASINO """"'-EA CORR ELEVATION: ------· DATE START: i-20-90 DATE cow--WAml BOTTOM BOTTOM TYPE H8A 8 '-../ DATERNISH: &:20:!RJ OF CASINO Of HOLE DRILLER: M. McConahey ~ ---S121SID 4 1/4 In. 1 3/8 In. /" PREPARED BY: D. Anderson HAMMER WT ............... 140 lbs . '/ -HAMUERFAU / ....... 30 In. ,,, " DEPTH CASING IAMP\.ER IAMP\.E SAMP\.E IN BLOWS 11.0WS ,.,. ... .,, DEPTH FIELD CLASSIFICATION AND REMARKS Fill PER PER ....,. FOOT I INCHES No spilt spoons taken before 3.0 feel. Cuttings are silty sand (SM) 14 3.0 SANDY SILT IMLJ 11 S1 -Very stiff, red-brown, moist, mostly silt, some fine sand, trace 15 clay, trace gravel. -MIDDENDORF FORMATION-14 5.0 -s.o BOTTOM OF EXPLORATION COMPLETED AT 5.0 FEET. BOREHOLE LOCATED APPROXIMATELY 4 FEET NORTHEAST OF SB-13, -10.0 -15.0 -20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. ::ollPONENT '!lo GROUND WATER ABBREV. •-• YBl'fU>Olll •·• VERT 90FT • IPUTll'OCN 11081\.Y ■•1CID'lo WD • WMLE DIIWNG .... LOOM •·· 90FT T TUM ..,. ·---• NOT ENC0UN1UED 11.JO IEIIIIIIIDENBE •·• MEDIUM 811ff' u UmlTVAIIED PISTON LITTU 11•21'1r. UA • NOTREAD S1 •■ -•· 11 STIFF a CIAAIIIAWUI -•--... --,e.,o VERT STIFF X OTIER -.... BORINO NO. SB-14 ... HARD IOINOIIEC0¥8ft' 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 I' I I I I I' ENVIRONMENT AL TEST BORING CONSULTANTS REPORT BORING NO. SB-15 PROJECT: IIACON/DOCKERY RI -PHASE I CLIENT: IIACONIDOCKERY SITE STEERING COUIIITTEE JOB NO: G-9168.66 CONTRACTOR: GROUNDWATER PROTECT10N1 INC. PAGE NO: l gf 2 EQUIPMENT USED: IIOBILE 11-57 LOCATION: U~DockaR' OAOUNOWATER DU'IH TO: (It.) CA.-IAMPUll COAa ELEVATION: .. nn•• DATE START: 2~--n\M~: OAllS CailPUI WATBI BOTTOM BOTTOM ,,,. HSA s ,/ DATE FINISH: lC-ll=!ll:I 0/FCA!INQ OF HOU DRILLER: R. Br,:an --SIZE IO 4 1/4 In. 1 318 In. / ......... PREPARED BY: Zweig HAMUERWT ,.,, 140 lbs. ,,,,, HAIAIER FAll ., ....... 30 In. ,,,,, 0EPTM CASIIOl ........... IAIIPU IIAIIPU IN IIU>WI ILOWI IOJIIIIER DEPTH FIELD CLASSIFICATION AND REMARKS FEET PSI PSI IWIGE FOOT I INCHES -s.o ~n,~ .. , ~.u No recovery • quartzite ccbble in tip of spoon '(! -MIDDENDOR.F FORMATION- -10.0 28 10.0 !Ill TV !IAHtl !liMl 15 S2 Dense, red to orange, brown, dry, mostly medium sand, little fine -sand, trace silt, HNu on spoon 2 ppm. 18 20 12.0 Headspace: 1 .8 ppm. 12.5 FN1 -MIDDENDORF FORMATION--- - - - - - - - -- - - - - - - -1s.o 4 15.0 5 S3 CLAYEY !IILI!liMl -Stiff, orange brown-red brown, dry, mostly silt, some clay, little fine 9 to medium sand. Headspace: 1. 7 ppm JU 17.0 -MDDENDORF FORMATION- -20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAIIPLE ID. CCIIPOHENT '!lo GROUND WATER ABBREV. ••• vaTLOCIM •·• Y£AYBOFT I ll'UTIPOON 1111011U m _ __,. WD • wtlLI DIILIJll:I ,_,. LOOM •·• SOFT T YUSI ---·--NI---11-JD IIEDIUII OENIE •·• IIEJIUll lllff' u -PIITON UTT1.I 11-a. UA • NOTRE.AD 11 •ID -•· 11 8T1Ff a --. .... •--... --, ..• ---l OMII TIIACII -BORING NO. SS-15 ... HARO ... ..,REC0¥111'f 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 I I I I I I I I I I I.ENVIRONMENTAL TEST BORING REPORT BORING NO. S11-15 CONSULTANTS PAGE 2 OF 2 DEPTH CASING .......... IA-.E ~ .. ....... ll.0WS -DEPTH FIELD CLASSIFICATION AND REMARKS FUT --IWIQI FOOT IINCMEI i--20.0 20.0 CLAYEY SILT IML) 5 S5 -Stiff, orange to red brown, dry, mostly silt, some clay, little fine 7 8 22.0 sand, HNu-0 ppm. Headspace: 2.1 ppm. -MIDDENDORF FORMATION- ,-25.0 5 25.0 CLAYEY SILT IML) 7 S6 -Stiff, orange red, dry, mostly silt, some clay, little fine sand, 5 HNu-0 ppm. Headspace: 1 ppm. 8 27.0 -MIDDENDORF FORMATION- BOTTOM OF EXPLORATION COMPLETED AT 27.0 FEET -30.0 -35.0 -40.0 -45.0 BLOW• .,. DENSITY BLOWS/FT. CONSISTENCY -U~ID, COMPONr~ I % G~ND WATER ABBREV. •-· VER'ILOCIU •·• YeRYIIOl'T I IPUT...,.., ll:lllll.Y ■-~ WO-wtll..&DIIUJNQ .... LOCIU •·• SOFT T TU8I ..,. •--... NQT ENC0UNTEll£D 11. aa IIElllUIII .,._ •·• MEDIUM llff u .,_TUMED,.._ uma , .... UR • fll)f READ S1 -IO .... I• 11 STIR' a ----•·-... YEA'IOIMa , ..• .,. .. .,,.. I 01MEII TAAal -BORING NO. S11-15 ... HARO ,..,_ 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 I I I I I I I I I I ENVIRONMENT AL TEST BORING REPORT BORING NO. SB-18 CONSULTANTS PROJECT: MACON/DOCKERY RI .PHASE U !CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE JOB NO: G-9168.66 CONTRACTOR: GROUNDWATER PROTECT10N1 INC. PAGENO: l 12f 2 EQUIPMENT USED: IIOBILEII-S7 · LOCATION: O~rDockjl OAOUNOWATU DPTH TO: (It.) CASJNQ SAIIPLE.R COAi ELEVATION: -·---· DATE START: 2a_ .. NMs DATE -•FTE WATEJI BOTTC)II BOTTOM TYPE HSA s '-../ DATERNISH: 1a.g:ga cow OF CASING OF HOU DRILUR: R. B!Jr:an --SIZEID 4 1/4 In. 1 318 In. /'-PREPARED BY: Zweig HAMMER WT ...... / 140 lbs . '-/ HAUMERFAU / ...... 30 In. /'- DEPTH CASINO ......... ......... ........ IN 11.0WS 11.0WS ..,.....,. DEPTH FIELD CLASSIFICATION AND REMARKS FUT PEA PEA RANCE R>OT I INCHES -5.0 A 5.0 lilLD: liANQ !liMl 8 S1 Loose, orange brown, dry, mostly medium sand. some,line -4 s_and. little silt, HNu-0 ppm. Headspace: 1. 9 ppm 4 7.0 ·MIDDENDORF FORMATION- ,-10.0 7 10.0 lilLD: liANQ !liMl 10 92 Medium dense, orange, red brown & gray. dry. mostly fine snad. -some silt. few rounded coarse gravel, trace clay. HNu-0 to slight 14 14 12.0 deflection. Haadspace: 1 ppm. -MIDDENDORF FORMATION• -15.0 9 lilLD: liANQ !liMl 15.0 12 S3 -Medium dense, orange brown, dry, mostly medium sand, some fine 14 sand and silt, little rounded medium to line gravel, trace clay O to 1;, 17.0 HNu. Headspace: 0.8 ppm. -MIDDENDORF FORMATION- -20.0 BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY SAMPLE ID. COMPONENT-. GROUND WATER ABBREV. •·• '181'11.0011! •·• VERT 90fT • IPUTll'OON 111081\.Y ■-,_.. WD. wtlLE OAUJNQ ,_,. L0081 •·· 90fT T TUBE 10111 ... -tE · NOT EHCOUNTUED 11-30 IEDIUII DEN8E •·• MEDIUM STIFF u UND1111JR8ED PIITON UTTLI 1, ... UA • tM>TREAD H•ID -t-11 STIFF Q QAASU-.. F£W •·-... --11•» VERT 8l1FF I OTMER ,....,. -BORING NO • SB-18 ... HARO ... NOAECCMRT I I I I I I I I I I I I I I I I I I -- - - -Illa - - - - - - - - - - -~ --- U. S. S1,,,,0ARD SIEVE SIZE 3 IN 3/4 IN NO 4 NO 1() NO 40 NO 200 HYDROMETER l 011Urr-rrrr.-.-.--TT1..,..,..--,c--t=-,,...-:..-'-,,..,...,r'r..-r-r~-'--.rn.-,--'r-.---.--=n-,,..,.:r-r.--.--,--.:_:_:__.=~;.;:..,~......,-....---, ' ~ . ... .... ~ ~~ ~-I-----+++-+-+-'--+--"---<-----',_._,_._ 90,ttttt-+-++-+--+++!-t++-l--1'--,--l++-l+--~~+--++++-H-;i-1--l--iH-J;-~+-+--l----l++-l-.j-l--i---l-l--:--' I',._ H-1-+-++-+-l--+----l-l+i--1-+--1---1--ll-----JI-W--l-l -!'-+-+-~~-1-H+I-++---,'----" 8,'Ufi++tt++--+--++tH--H-+-~:--+-++H-*' -l--+--+'___::,"cl--l+H-H-+---~-' ,.,,.. ' ttt+t+-Hl---t----++-lt++l--+-+--t---l+l-l--+--l;--1-l-+-------l ~,, -I------_L +-+--+----l++-l-++---l---1-+-----~ 70itt-ttt+-Hl-+---++++++++--+'--+-++++~'-i--+--+--+++~~N++--+--4++H-+-+-+-l---l+-l--+-l-l--++----1--__j & I' ' ' . r-i 60Jtt,+t++-t-+--~-+++t++-+l'--ifH-++-+~-I--H----+'-----I-H--+++!--+S~:~"'---,-~---+l-_·_-·-l•+Jc~-~-+-~T_-__;_--1---4~W-W-4--1--~ >-' '\j I ' ' --t-t-t-+--+----1-H-H-+---l---l-+----- : 50,t-t-l-+-++-+-l--+----1-!-,:.+-+-t-+--+---+:-~h-l-'--'--l-lo-'---"--'---1-+-h -:1 ' : '\. : I i ~ tt--1 t-;-+-+-,---+---+r+-t-+-+-+--i----1r-' --1+++--.--1 .. __ ! ) __ ;_1 -.-j-.Lf-+-/--L-~-. ~~ +~1-1-.-~~-L __ _ "-4"''J tt--t-t--t--t-1-+---++---++++-+--l'---+++-H-+-1---,-1 _ _;___----4 : I I ' , J !' ! I I I ~ 30 I ' !~+--!---+---;; + i-+ ;-i---11 Nd-'-:' -'--1• ~--++ '-~ h - ~ , 1: 11 L[j_ 1-' -L__ 4!n' 1___,"'-~--+---1+H-+++-,--J...----1 2' , I I ! 11 I ! ~ ' ' I ,, I, : ' I p ----+-+----+--~ ot++++-+-+---+---+---+++-l-4-4--l-4------lL' ·--!+-1-+--C-l.-i• --.-1-----l----l-+ ', wj--J-~_:,_ -+-----+-: _ _c; !+ -!-+-~ !r-,.,. _ _:-,,,,.._..+IH-+, -H+-+1-1-----1 -H-l-+-~-1,-: --H-+-'i--1--o:~: l--1-----1 r -H ·-+ ,i_ --+---l4H-::+1 ++, -'-:-+~i ---l4-'-:i-_J__l -f'>!..l~-+i-._-+--+-__j 1000 100 10 l . 0 0. l 0.01 0.001 Tube us GRAIN SIZE IN MILLIMETERS COBBLES ' I.Jr,.,, v 1· I I J HJ ' I I I nAr,l,JJ, I f1no I 1-n.-.-(" i:i, i ,,., ' .. -I t,, -~ I SILT OR CLAY ,AMPLE DEPTH CLASS I FI CATION NAT WC LL PL PI GRAIN SIZE DISTRIBUTION ...r,;_n l"'lnnJ~c 'l\-..., ~lh., O,ii_..,. t--..... I StYf) Macon/Dockery Site Remedial Richoond Cmmty, North Carolina (Q,O\ SOC Job No. G-9168 /I (d:O-SYST[\jS l)[Sl(,N c\'. JTST/N(,_ JN(-. <.»,;1-•Hl·.t·11,"1,·\1 ,1·1<,1,·1-'i \.'.ll\l\lll<I\I·• 11,11,.,, I' I I 1\11, '1,)r,. ',\", ·,I I ·.,!1111.1•1.1 ,,,.111, , • .. i,.11/, 1 "I I . -----··••---·---------lo.:- ---- -·-- - - - - - - - - -~-_1111 - >-a:, 10 9 8 ,, 0 " 0 0 a: 5 0 w z .I ..... 4 1-z: ... .. ~ 3 ... "-,. 2 0 0 ! ! I 1000 Tube 113 3 IN 3/ 4 IN ' ' ' I ' . ' ' . ' ' ' . . ' ' ' I ' ' ' ! 100 10 I un.r4. Vtl U. S. S, ,ARD SIEVE SIZE NO 4 NO 10 NO 40 -~ ' . ' --· ' ' ,. --~ -~ ·" ' ' -!---~---· --· ' ' : . ' ! :I I -0 1-! ' ! ' J__H-~-i I ~-r1 'I : ! ! I' I I ) : , ; I ·: -' C---•-_L.....__ __ • h11i-t ,-1-' ' f I •I I ' ' ' I• ' G i I 1: ,, .. -,, 1.0 GRAIN SIZE IN MILLIMETERS i I IJ NO 200 HYDROMETER ' -·---....... . .il-~ -~ ' ----_, I\ -\--· - ' ··-.i...i-1-- ' I \. i I : J_I \. -·--7 I-. : i I I ;1 ~ --+--1' I'! 1'. :~ ~ -/ I ........ I ........... : I I I I 0. 1 fJ.01 0.001 r COBBLES I 1 n~r<J::. I f-1 n.a, I r·,,rlrr,.,. T Ur,,i l 1 ,m I r:; ...... I SILT OR CLAY I SAMPLE DEPTH CLASSIFICATION . -NAT ,IC --1'1D (\JJ\ r ~=-r~<efiT (fol..) /~ CEO-SYSTEMS -DESICN .\:: fESTINC. INC. <.,t)' , :''' >rh ·1_1.--,1, ·: '.'-sL1<\"11 ·1 ' .. ,N1, _,1., 11 RL\I_, 1_ Ls 11:-". LL PL Pl GRAIN SIZE DISTRIBUTION Macon/Dockery Site Remedial Richoond Colillty, North Carolina SFX: Job No. G-9168 I_ 1 l. J\,., .. 1,)r,_ ,\c,I l ,•lu1111•1.1. -"'"Ill I .11.►1!11., "I I -•-- -'ilill"'.. - - - - - - - - - - -F'iiM° J~ - - - - --- - - - - - - - - -_, --- - U. S, STAhvMRD SIEVE SIZE l01'urTrrIT111_T3mlNTTTT3/74rIN:;;::;:i;o::nNrOr.-,,4-rrN_OTl_O_TTlITTN70T40TT_N_:OTT7'20TOTT,,rH.:..;Y.=D.,.~OrMnEriTE7RrT,---r-, I ~-· ~Ft ..... c-+-l----+H-1++---11-1-+---j+J--H+➔·-·-------Jl--l-++--1-1-+-+-~--' ! ' f""'l,,1.._ ' ·, 9011tttt+-t-+-+--+'tti+f-t--+--t---++++H-+-+-~..,....--4+HH-1-+-+-+--+Hrt-+++-l--+---l+++-l+-I-J--l-_..j I : "'- I I, " I t 1+-1-+-t-+-+--+--,f-------H+l-+--lf-+~-+-----l-•I-J.-,l-l--t---l----l-----l-----l l-l-.!-i-l'.:1---1---1---!.J-,1,++4-1--1--1----Ui-1-J-l-+--il----l----+--- ~ 70,~t-t-l-+--t---t--11---tt+t-Hl-+-t-~'--++-1-+-H,'-+--+~I----H--H+-~·~~f---+--~ ...... ·~+-I-I--I---U-J+-U--l--l-__J __ _ 3i I'. -~ 60,~rt-t-t-t--t--1--+t-tt-Hc-t-t-~1--tHf-t-f-!,1++-l--+l+++H'--j--\'.---H-~•H-l-!-!-4-----,~~l-4--1--1---l--~ ► 1 I I I '\. m ' ' o: 5,'UHH-t+Hrl:-+--t-H-'H++-+--f.-' --1-H-Hl-+++--l---H+~+:~: -t-+:-c'~J-t-1-++:l-l---l----lfil--W--I--I--I--!---' W \ I I I z LL ~ z 4ut, 'H-t--t-H--l-+--ttt,H++-+--l'---'--1-H+ll-!I-; ++rl---H++-HH- 0 -t-+---+l-lc-i:; l-~+: ... :;,...k,-t--.--ll---+l~-1--1--l--l--1----l ' ~ 30,~H-t-+--t---t---l---tttt+lrl--t-+'--tt,H-H-'++----jf-----+l+++H'-+-+----+++-:+++-l---l---+---~~~--1..1--l--l~-I---___, ~ I I I : r-,......._ ' 2'lJt11ii--t-H--l--t---tttH+t-+--+.:--lti+1-Jr' ++rl---tt+t--HH; -t-+--rl-t+t++-1-l---+-----jf+++l+++..._-t..._=--=--l I I • .......... ' ' l 01tt,-+;++-+--t----i-tt0+-t-t--t-t-+' --t-t-Hl+--H--i--l---fif-H+l-.lf--l--+--1+1,'+++-+-+--+----l++-,1.+-i-l-l-+----- 0 I 1: ~ : 1'o!to~o,._... ....... _.____._ _ _..,..,10='=0._..._,'--'-L-..l-"----:c1':'o-U....._,,_-'-.,____.__1 _.. o.Ll.JLLJL.JL.....L.:..J...-o __ .J-1U!.J...L.L...1....-1-...1...._o __ _JoLL1 .LLLL-1-L-..L_____Jo. 001 COBBLES I l'IIU"\ '•· I I I nA r'"-1'1 I t 1 no ~AMPLE DEPTH CLASSIFICATION 101"'1... 45.0- M.Jl 1-TI. 46.75 Ft. Ton an:l lhi.te Sliohtlv ' Sil ru Fire to C<= SAN) (=lite) (S1-!'C) GRAIN SIZE IN MILLIMETERS I I ·a NAT WC '½.7 II J I '" LL PL - VerticaJ coeHicienl of permeability (Kt) Specific Gravity (Gs) Moistuw Contenl (w%) Pl - I • • 9.23 x 10 -5 011/sec 2.64 36.66 1. 13 - - I I SILT OR CLAY GRAIN SIZE DISTRIBUTION ttnn-0:x:i<ery Site Ridm:rrl Chnty, Nxth Carolirn ra: .kb N'.>. G-9168 Unit Weigh! (ilM) % Saturation (S;) % Saturation (SJ) - - 103.4 pcl 96.8 100.0 - l ---------------~--~ U. S. ST,-. .. .,ARD SIEVE SIZE ,, 10 9 8 3 IN 3/ 4 IN NO 4 NO l 0 NO 40 NO 200 HYDROMETER 0 .. .. ,_ 7 & ► a, a: 5 u.J z ..... 4 ,_ z u.J 0 , u a: 0 ) LLI Q.. 2 . l . 0 0 I I I 1000 ' 1: / ' I 1: l 1; 11 100 ~~ 1: i,."' ~ . ' ' ' I ' I ' I ' ' ' ' ' ' ' I __ ._ 1, ' ' ' ' ' ,, I 1: ' I I:· 10 -- "-I .~ L-----'" "-LL --·'--· -" ~ I -+a------~ ~ ' :1'\.: ' 1-:--i ! :r "'I ' i ' n ]'--. '-4+ -1---~-~ ..;_: I 1----------I I: I I i I 'i I ' i I ! I :1 I I I : ' 1-0 0. l Tube Ill GRAIN SIZE IN MILLIMETERS I lJn"' 'tC.L I COBBLES I I n..tr«;P I ,ino I I • .,.,, ... ~,.,. SAMPLE DEPTH CLASSIFICATION NAT WC rftft-c; --c-,1-.. J:l:I __ ....___ - ""°' (SO /I CEO-SYSTEiVIS DESICN & TESTIN(;_ IN(. <..» ,;E<>IT<_'HNlt',\L ,,LR\'l('LS .\NI) \L\l'l·IU\IS 11:Sl'IN•; LL ollNI I ...... -1 i ' .... J I'."i ...... PL PI I -- -- ' -_,_ ~---- ! .~ i '-'-w I ' ! j ! I i 1: ~L I ' 1--L ,;·;: ,. '-l---I ' I i ' i,..j I r---... I --~ .. I I I I I I' ' I: I 0.01 i SILT OR CLAY I GRAIN SIZE DISTRIBUTION Maccm/Dockery Site Remedial Riclwoond County, North Carolina SEC Job No. G--9168 0.001 I l' C >. lhn ~lo.ill, \Vv:.1 1 ·,,111rn111.1. '-i,1111h , ·.,1t,1111.1 ''II 'I ----•-••1 ------------F,..,J9- --.. - - --- - - --- - ----------!!!!!!--- " 1D 9 8 D .. .... 7 0 & ► a, 0 "' 5 0 :a: .I u.. 4 .... z .... u cc 0 3 .... Q. ,, 2 0 0 ' I I I I 1000 Tube 112 COBBLES SAMPLE DEPTH ---I TI l\---Tl (' 3 IN 3/4 IN ' ' ' ' I ' I ' ' I, ' I ' ' ' ' I ,, I. ' ' ' ' ' I ' u I ' 100 10 I ld{Avrl I ' , A I fjno CLASS I Fl CATION .,._. <Sh-.., p..__,. ...... --.. c.-,...cyrT (K.) U. S. STANuARD SIEVE SIZE NO 4 NO 1 fl NO 40 NO 200 HYDROMETER 7 ;-. -~ -.. ----' ~ ' I' 1' •-r-. ~---~---•' - ' '"'--- ~ -~ -~~--' i,-~ I ' ~--t----------- ; I --j ~-__ ! ____ I I : I: ! : ' I I-Tt-1---•·-.+---I -4-~ t'+::1---\--------·--~--: ~l~t--_L ·r-' ! I ; I I I • I I' I I : ' -I I T ' )! I"-.' --, I I 1-,--..--_J ___ ----.. i I !1-r ~--.L.------l--L . ..± ---i--:--~ _,_J J -- • i I, i ! I I ! I I ! I"-.. I ' : 11 i ' r--1--: I.-'-! ' ' I ... w. -i--I Ii i I ! ' ~ .... ' ,, l r--,.__ '' -i: -~r,,-I I ' I ----I i ! ! I I --i I ' ' :1 ' I I ' I 1-0 0 _ I 0.01 Q_OOl GRAIN SIZE IN MILLIMETERS I IIJ I SILT OR CLAY l I 1-n::ir<:a, I ,.,..,.(1 l ',...-. I J:"1 ~.-.. I NAT WC LL PL Pl GRAIN SIZE DISTRIBUTION Macon/Dockery Site Remedial Riclmond Cmmty, North Carolina SEX: Job No. G--9168 --- -- -- 1. I 1: I 1: I I I 1: I I I I I I I I I . APPENDIX E I I : HEADSPACE ANALYSES I I I .-.: I I I I I I I . ' I ' I I I I I I I 1. I. I I I I I I I I I I I .I I I I PAGE _l_ OF !!!Ill~iv~~iNL~~NJ :~ HEADSPACE ANALYSES JOB NUMBER G-9168 PROJECT MACON/DOCKERY RI PHASE II DATE CLIENT MACON/DOCKERY SITE STEERING COMMITTEE SAMPLED 7125190 LOCATION RICHMOND COUNTY1 NORTH CAROLINA DATE 7125190 ~NALVZED INSTRUMENT USED FOXBORO OVA SCOTT ANALYST EXPLORATION SAMPLE DEPTH SAMPLE SAMPLE BACKGROUND READING REMARKS" NUMBER NUMBER (FT) TYPE READING uses SOIL TYPE (PPM)' (PPM)' SB-1 S2 20.0-22.0 SOIL 5.0 o SB-2 S2 20.0-22.0 SOIL 1.1 o SB-3 S2 20.0-22.0 SOIL 0.5 o ' . PPM represents concentration of detectable volatile and gaseous compounds In parts per mllllon of air. Indicate time elapsed from sampling or removing samples from cooler. I I I I I I I I I I I I I I I I I I I I ' ' I I: I 1, 1: I I I I I I I I I ,. I I I I I PAGE _l_ OF l • ! illlffill'III f\!d ENVIRONMENTAL HEADSPACE ANALYSES nu~ll'lllcoNSUL TANTS JOB NUMBER G-9168 PROJECT MACON/DOCKERY RI PHASE II DATE CLIENT MACON/DOCKERY SITE STEERING COMMITTEE SAMPLED 7/26/90 LOCATION RICHMOND COUNTY, NORTH CAROLINA DATE 7/26/90 IANALVZED INSTRUMENT USED FOXBORO OVA ANALYST ANDERSON/SCOTT EXPLORATION SAMPLE DEPTH SAMPLE SAMPLE BACKGROUND READING REMA.RKS" NUMBER NUMBER (FT) TYPE READING uses SOIL TYPE (PPM)' (PPM)" SB-4 S2 20.0-22.0 SOIL 1.6 0 SB-5 S2 20.0-22.0 SOIL 3.8 0 MW-2A S1 5.0-7.0 SOIL 1.4 0 MW-2A S2 10.0-12.0 SOIL 2.0 0 MW-2A S3 15.0-17.0 SOIL 0.5 0 ' PPM represents concentration of detectable volatile and gaseous compounds In parts per million of air. Indicate time elapsed from sampling or removing samples from cooler. . 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 I I I I I I I I I PAGE _1_ OF 1 !;]{qmi!!IENVIRONMENTAL HEADSPACE ANAL VSES i\[ll!lcoNSULTANTS JOB NUMBER G-9168 PROJECT MACON/DOCKERY RI PHASE II DATE CLIENT MACON/DOCKERY SITE STEERING COMMITTEE SAMPLED 7/27/90 LO.CATION RICHMOND COUNTY, NORTH CAROLINA DATE IANALVZED 7/27/90 INSTRUMENT USED FOXBORO OVA SCOTT ANALYST EXPLORATION SAMPLE DEPTH SAMPLE SAMPLE BACKGROUND READING REMARKS" NUMBER NUMBER (FT) TYPE READING (PPM)' (PPM)' uses SOIL TYPE SB-6 S2 20.0-22.0 SOIL 28 0 PPM represents concentration of detectable volatile and gaseous compounds In parts per mllllon of air. •• Indicate time elapsed from sampling or removing samples from cooler. . I: ' I I I I I I I I I I I I I I I I I I I D I I I I I I I I I I I I I I I PAGE _l_ OF 1 !1(!11~iv~~iNL~~NJ¢~ HEADSPACE ANALYSES JOB NUMBER G-9168 PROJECT MACON/DOCKERY RI PHASE II DATE CLIENT MACON/DOCKERY SITE STEERING COMMITTEE SAMPLED 7/30/90 LOCATION RICHMOND COUNTY, NORTH CAROLINA DATE 7/30/90 iANALVZED INSTRUMENT USED FOXBORO OVA JOHNSON ANALYST EXPLORATION SAMPLE DEPTH SAMPLE SAMPLE BACKGROUND NUMBER READING READING REMARKS N NUMBER (Fl) TYPE (PPM)• (PPM)' uses SOIL TYPE SB-9 S2 20.0-22.0 SOIL BS 0 SB-12 S2 20.0-22.0 SOIL 36 0 PPM represents concentration of detectable volatile and gaseous compounds In parts per million of air. Indicate time elapsed from sampling or removing samples from cooler. -, 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 I I I I I I I M rntmllS IRR IN E PAGE _l_ OF 1 ::;;till ENVIRONMENTAL HEADSPACE ANALYSES iiffllJcoNSUL TAN TS JOB NUMBER G-9168 PROJECT MACON/DOCKERY RI PHASE II DATE CLIENT MACON/DOCKERY SITE STEERING COMMITTEE SAMPLED 7/31/90 LOCATION RICHMOND COUNTY, NORTH CAROLINA DATE IANALVZED 7/31/90 INSTRUMENT USED FOXBORO OVA ANALYST JOHNSON EXPLORATION SAMPLE DEPTH SAMPLE SAMPLE BACKGROUND REMARKS-NUMBER NUMBER (FT) TYPE READING READING (PPM)' (PPM)' uses SOIL TYPE MW-OS S1 5.5-7.0 SOIL 0.3 0 MW-OS S2 9.5-10.5 SOIL 0 0 MW-OS S3 13.5-15.5 SOIL 0 0 MW-OS S4 18.5-20.5 SOIL 2.4 o. MW-OS S5 23.5-25.5 SOIL 6.0 0 MW-OS S6 · 28.5-30.5 SOIL 4.2 0 MW-05 S7 33.5-35.5 SOIL 38.0 0 MW-OS S8 43.5-45.5 SOIL 10.0 0 MW-05 S9 48.5-50.5 SOIL· 6.2 0 SB-8 S1 15.0-17.0 SOIL 2.9 0 MW-8A S1 9.0-11.0 SOIL 4 0 PPM represents concentration al detectable volatile and gaseous compounds In parts per million of air. Indicate time elapsed from sampling or removing samples from cooler. 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: I I I I I I I PAGE _l_ OF 1 ;:;i;l'III ENVIRONMENTAL HEADSPACE ANAL VSES Ct:llllcoNSUL TANTS JOB NUMBER G-9168 PROJECT MACON/DOCKERY RI PHASE II DATE CLIENT MACON/DOCKERY SITE STEERING COMMITTEE SAMPLED 8/1/90 LOCATION RICHMOND COUNTY, NORTH CAROLINA OATE 8/1/90 ~NALVZED INSTRUMENT USED FOXBORO OVA ANALYST JOHNSON EXPLORATION SAMPLE DEPTH SAMPLE SAMPLE BACKGROUND REMARKS" NUMBER NUMBER (FT) TYPE READING READING (PPM)' (PPM)' uses SOIL TYPE SB-7 52 20.0-21.5 SOIL 2.0 0 SB-11 53 25.0-27.0 SOIL 1.1 0 ' PPM represents concentration of detectable volatile and gaseous compounds In parts per million of air. u Indicate time elapsed from sampling or removing samples from cooler. I I I I I I I I I I I I I I I I I I I m I I I ' I I 1: I 1: 1: ' 1: 1: I: 1: 1, I I I I I PAGE _1_ OF _, _ ii:i,11 ENVIRONMENT AL HEADSPACEANALYSES ifalffllcoNSUL TAN TS JOB NUMBER G-9168 PROJECT MACON/DOCKERY RI PHASE II DATE CLIENT MACON/DOCKERY SITE STEERING COMMITTEE SAMPLED 812/90 LOCATION RICHMOND COUNTY, NORTH CAROLINA DATE 8/2/90 IANALVZED INSTRUMENT USED FOXBORO OVA ANALYST JOHNSON EXPLORATION SAMPLE DEPTH SAMPLE SAMPLE BACKGROUND REMARKS•• NUMBER NUMBER (FT) TYPE READING READING (PPM)' (PPM)' uses SOIL TYPE SB-10 SB2 20.0-21.5 SOIL 3.8 0 SB-13 SB1 5.0 SOIL 30 0 SB-14 SB1 3.0-5.0 SOIL 0 0 PPM represents concentration of detectable volatile and gaseous compounds In parts per mllllon of air. .. Indicate time elapsed from sampling or removing samples from cooler. I I I I, I I I I I I I I I I I I I ' - PAGE _l_ OF l ;; l~l!IIII ENVIRONMENTAL HEADSPACE ANALYSES LU&ll!llllcoNSU LT ~NTS JOB NUMBER G-9168 PROJECT MACON/DOCKERY RI PHASE II DATE CLIENT MACON/DOCKERY SITE STEERING COMMITTEE SAMPLED 8/3/90 LOCATION RICHMOND COUNTY, NORTH CAROLINA DATE 8/3/90 IANALVZED INSTRUMENT USED FOXBORO OVA ANALYST JOHNSON EXPLORATION SAMPLE DEPTH SAMPLE SAMPLE BACKGROUND REMARKS-READING NUMBER NUMBER (FT) TYPE· READING uses SOIL TYPE (PPM)' (PPM)' MW-08 Sl 3.0-5.0 SOIL 18 0 MW-08 S2 8.0-10.0 SOIL 12 0 MW-08 S3 13.0-15.0 SOIL 32 0 MW-08 S5 23.0-25.0 SOIL 1.6 0 MW-08 S7 33.0-35.0 SOIL 10 0 MW-08 S8 43.0-45.0 SOIL 0.5 0 , PPM represents concentration of detectable volatile and gaseous compounds In parts per million of air. Indicate time elapsed from sampling or removing samples from cooler. I I I I I I I I I I I I I I PAGE _1_ OF _1_ f%W/lll ENVIRONMENTAL HEADSPACE ANALYSES nrnfillllcoN su LT ANTS JOB NUMBER G-9168 PROJECT MACON/DOCKERY RI PHASE II DATE CLIENT MACON/DOCKERY SITE STEERING COMMITTEE SAMPLED 8/6/90 LOCATION RICHMOND COUNTY, NORTH CAROLINA DATE jANALVZEO 8/6/90 INSTRUMENT USED FOXBORO OVA ANALYST JOHNSON EXPLORATION SAMPLE DEPTH SAMPLE SAMPLE BACKGROUND REMARKS•• NUMBER NUMBER (FT) TYPE READING READING uses SOIL TYPE (PPM)' (PPM)' MW-09 51 4.0-5.5 SOIL 2.8 0 MW-09 52 8.5-10.0 SOIL 30 0 MW-09 53 13.5-15.0 SOIL 18 0 MW-09 54 18.5-20.5 SOIL 0.4 0 MW-09 55 23.5-25.5 SOIL 0.3 0 MW-09 56 28.5-30.5 SOIL 0.7 0 MW-09 57 33.5-35.0 SOIL 2.6 0 .MW-09 58 38.5-40.0 SOIL 1.4 0 MW-09 59 43.5-45.0 SOIL 60 0 MW-09 510 48.5-50.0 SOIL 5.4 0 PPM represents concentration of detectable volatile and gaseous compounds In parts per mllllon of air. Indicate time elapsed from sampling or removing samples from cooler. I: I: I'. I I I, 1, I I I I I I I I I I I I I PAGE _1_ OF 1 :([;: &JIii ENVIRONMENT AL HEADSPACE ANALYSES .,,tc!\ll!lcoNSUL TANTS JOB NUMBER G-9168 PROJECT MACON/DOCKERY RI PHASE II DATE CLIENT MACON/DOCKERY SITE STEERING COMMITTEE SAMPLED 8nl90 LOCATION RICHMOND COUNTY, NORTH CAROLINA DATE ~NALVZED 817/90 INSTRUMENT USED FOXBORO OVA ANALYST JOHNSON EXPLORATION SAMPLE DEPTH SAMPLE SAMPLE BACKGROUND REMARKS" NUMBER NUMBER (Fl) TYPE READING READING uses SOIL TYPE (PPM)' (PPM)' MW-15 S1 3.5-5.0 SOIL 38 0 MW-15 S2 7.0-9.0 SOIL 74 0 MW-15 53 13.5-15.5 SOIL 800 0 MW-15 54 18.5-20.5 SOIL >1000 0 MW-15 55 23.5-25.5 SOIL >1000 0 MW-15 56 28.5-30.5 SOIL 320 0 MW-15 57 33.5-35.0 SOIL 26 0 MW-15 58 38.5-40.0 SOIL 120 0 MW-15 59 43.5-45.0 SOIL 48 0 MW-15 510 48.5-50.0 SOIL 4.8 0 .. PPM represents concentration of detectable volatile and gaseous c·ompounds In parts per million of air. -Indicate time elapsed from sampling or removing samples from cooler. I I I I I I I I I I I I I I I I I I I PAGE _l_ OF '.;i;llil ENVIRONMENTAL HEADSPACE ANALYSES %%illilcoNSULTANTS JOB NUMBER G-9168 PROJECT MACON/DOCKERY RI PHASE II DATE CLIENT MACON/DOCKERY SITE STEERING COMMITTEE SAMPLED 8/8190 LOCATION RICHMOND COUNTY, NORTH CAROLINA DATE IANALVZED 818190 INSTRUMENT USED FOXBORO OVA ANALYST JOHNSON EXPLORATION SAMPLE DEPTH SAMPLE SAMPLE BACKGROUND REMARKS-READING NUMBER NUMBER (Fl) TYPE READING uses SOIL TYPE (PPM)• (PPM)• MW-06 51 4.0-5.5 SOIL 0.5 0 MW-06 52 9.0-10.5 SOIL 0 0 MW-06 53 14.0-15.5 SOIL 0 0 MW-06 54 19.0-21.0 SOIL 0 0 MW-06 S5 24.0-26.0 SOIL 0 0 MW-06 56 29.0-31.0 SOIL 0.2 0 MW-06 57 34.0-35.5 SOIL 2.3 0 MW-07 51 4.0-5.5 SOIL 0.7 0 MW-07 52 9.0-10.5 SOIL 0.3 0 MW-07 53 14.0-15.5 SOIL 0.0 0 MW-07 54 19.0-21.0 SOIL 0.0 0 MW-07 55 24.0-26.0 SOIL 0.3 0 MW-07 56 29.0-31.0 SOIL 0 0 MW-07 57 34.0-35.5 SOIL 0.4 0 MW-07 58 39.0-40.5 SOIL 0.2 0 PPM represents concentration of detectable volatll~ and gaseous compounds In parts per mllllon of air. Indicate time elapsed from sampling or removing samples from cooler. I I I I I I I I I I I I I I I I I I PAGE _l_ OF [&ill ENVIRONMENTAL HEADSPACEANALYSES @illllcoNSULTANTS JOB NUMBER G-9168 PROJECT MACON/DOCKERY RI PHASE II DATE CLIENT MACON/DOCKERY SITE STEERING COMMITTEE SAMPLED 10/8190 LOCATION RICHMOND COUNTY, NORTH CAROLINA DATE IANALVZED 10/8190 INSTRUMENT USED FOXBORO OVA HICKS ANALYST EXPLORATION SAMPLE DEPTH SAMPLE SAMPLE BACKGROUND READING REMARKS-NUMBER NUMBER (Fl) TYPE READING .uses SOIL TYPE (PPM)' (PPM)' MW-20 S1 5.0-7.0 SOIL 2.0 0 MW-20 S2 10.0-12.0 SOIL 2.0 0 MW-20 S3 15.0-17.0 SOIL 3.5 0 MW-20 S4 20.0-22.0 . SOIL 10 0 MW-20 SS 25.0-27.0 SOIL 0 0 MW-20 S6 30.0-32.0 SOIL 0 0 PPM represents concentration of detectable volatile and gaseous compounds In parts per mllllon of air. Indicate time elapsed from sampling or removing samples from cooler. • I I I I I I I I I I I I I I I I I I I 't:'zilllS IR R IN E PAGE _l_ OF l ;ifr\1ill ENVIRONMENT AL HEADSPACE ANALYSES t:'.:~llcoNSUL TANTS JOB NUMBER G-9168 PROJECT MACON/DOCKERY RI PHASE II DATE CLIENT MACON/DOCKERY SITE STEERING COMMITTEE SAMPLED 10/9/90 LOCATION RICHMOND COUNTY, NORTH CAROLINA DATE iANALVZED 10/9/90 INSTRUMENT USED FOXBORO OVA ZWIEG ANALYST EXPLORATION SAMPLE DEPTH SAMPLE SAMPLE BACKGROUND REMARKS" NUMBER NUMBER (FT) TYPE READING READING. uses SOIL TYPE (PPM)' (PPM)' SB-15 • S2 10.0-12.0 SOIL· 1.8 0 SB-15 SJ 15.0-17.0 SOIL 1.7 0 SB-15 S4 20.0-22.0 SOIL 2.1 0 . SB-15 S5 25.0-27.0 SOIL 1.0 0 SB-16 S1 5.0-7.0 SOIL 1.9 0 SB-16 S2 10.0-12.0 SOIL 1.0 0 SB-16 SJ 15.0-17.0 SOIL 0.8 0 SB-16 S4 20.0-22.0 SOIL 0.8 0 SB-16 S5 25.0-27.0 SOIL 1.1 0 PPM represents concentration ol detectable volatile and gaseous compounds In parts per mllllon of air. Indicate time elapsed from sampling or removing samples from cooler. I I I I I I I I I I I I I I I I I I I PAGE _l_ OF l m,'.Mfilil ENVIRONMENTAL HEADSPACE ANAL VSES mmilllcoNsuL TAN Ts. JOB NUMBER G-9168 PROJECT MACON/DOCKERY RI PHASE II DATE CLIENT MACON/DOCKERY SITE STEERING COMMITTEE SAMPLED 10/10/90 LOCATION RICHMOND COUNTY, NORTH CAROLINA DATE 10/10/90 jANALVZED INSTRUMENT USED FOXBORO OVA ANALYST ZWEIG/SHEEHAN EXPLORATION SAMPLE DEPTH SAMPLE SAMPLE BACKGROUND REMARKS-NUMBER NUMBER (Fl) TYPE READING READING uses SOIL TYPE (PPM)' (PPM)' SB-17 S1 5.0-7.0 SOIL 3.1 0 . SB-17 S2 10.0-12.0 SOIL 0.5 0 SB-17 S3 15.0-17.0 SOIL 0.5 0 SB-17 S4 20.0-22.0 SOIL 1.0 0 SB-17 S5 25.0-27.0 SOIL 1.0 0 SB-18 S1 4.0-6.0 SOIL . 1.5 0 . SB-18 S2 9.0-11.0 SOIL 9.5 0 SB-18 S3 14.0-16.0 SOIL 2.0 0 SB-18 S5 19.0-21.0 SOIL 3.0 0 SB-18 S6 24.0-26.0 SOIL 2.0 0 MW-18 0-15.0 SOIL 1.0 0 GRAB SAMPLES - MW-18 15.0-25.0 SOIL 1.0 0 GRAB SAMPLES PPM represents concentration of detectable volatile and gaseous compounds In parts per million of air. Indicate time elapsed from sampling or removing sam~es from cooler. . I I I I I I I I I I I I I I I I I I I PAGE _l_ OF ,i;;!IJ!I ENVIRONMENTAL HEADSPACE ANAL VSES irn11l!llcoNsuL TANrs JOB NUMBER G-9168 PROJECT MACON/DOCKERY RI PHASE II DATE CLIENT MACON/DOCKERY SITE STEERING COMMITTEE SAMPLED 10/11/90 LOCATION RICHMOND COUNTY, NORTH CAROLINA DATE IANALVZED 10/11/90 INSTRUMENT USED FOXBORO OVA ZWEIG ANALYST EXPLORATION SAMPLE DEPTH SAMPLE SAMPLE BACKGROUND REMARKS" READING NUMBER NUMBER (FT) TYPE READING USCSSOIL TYPE (PPM)" (PPM)" SB-19 3S 15.0-17.0 SOIL 5 0 SB-22 3S 15.0-17.0 SOIL 300 0 . PPM represents concentration.of detectable volatile and gaseous compounds In parts per milllon of air. Indicate time elapsed from sampling or removing samples from cooler. I I I I I I I I I I I .- 1 I I I I 11 II I APPENDIX F GROUND WATER MONITORING INSTALLATION DETAILS I I I I I I I I I I I I I I I I I I . -~,i■S IR RI N E , ,,)IIIIENVlRONMENTAL << CONSULTANTS GROUND WATER MONITORING INSTALLATION DETAIL PROJECT: MACON/DOCKERY RI PHASE II JOB NO G-9168 LOCATION: ROCKINGHAM, NORTH CAROLINA INSTALL.A TlON NO MW-2A CLIENT: MACON/DOCKERY STEERING COMMITTEE TYPE OF INSTALLATION CONTRACTOR: GROUNDWATER PROTECTION, INC. MONITORING WELL CERTIFICATION NO: BORING NO. MW-2A DRILLER: T. TABOR NC 1105 LOCATION UPPER MACON SEC FIELD REPRESENTATIVE: D. ANDERSON INSTALLATlON DATE 7-27-90 SURVEY I..,_ TOP Of' PROTECTIYI! CASINO (CAP OPEN) DATUM NAO 27 For State Plana I 2.64 ft. EL. 230.81 STICKUP. GROUND TOP OF WELL CASING OR RISER PIPE SURFACE ELEVATION: 228.17 EL. 230.83 STICKUP 2.66 ft. SIity Fina Sand TYPE OF !iUAf°ACE SEAL Neat Cement Grout iii' (SM) THICKNESS OF SURFACE SEAL 5S B fl ...J 15.0 "' SI lty Fl na to Bantonlte/ Square Galv. li! Medium Sand (SM) Cement Grout TYPE OF PROTECTIVE CASINO Staal 0 16.0 INSIDE DIAMETER 4.0 In. ... ... TOTAL LENGTH san 0 Silty Clay (CL) !. 1/) -BOTTOM OF PROTECTIVE CASINO ...J 21.0 "' Sandy Slit (ML) EL. 225.81 DEPTH 2.36 ft. w 1/) 23.0 Q , z Silty Clay (CL) TYPE OF WELL CASING OR.RISER PIPE Stainless Stael "' 37.5 INSIDE DIAMETER 2.0 In. ...J ...J Clayey Slit (ML) ii: :.: 48.5 (J b b "' 59.8 m Bantonlta ~ ;:; -APPROXIMATE DIAMETER OF BOREHOLE 9 In. ui 61.8 z ... Q Fina Sand62_8 !: ' TOP OP WELL POINT Q EL. 161.67 DEPTH 66.5 ft. z 0 Stalnlasa Staal (J TYPE Of' WELLPOINT ...J SCREEN GAUGE OR SIZE OF OPENINGS 0.0~0 In . i5 Coarsa Sand 1/) INSIDE DIAMETER 2 In. w N TYPE Of' BACKFILL AROUND POINT ~aae1s~ a: Sandy Slit (ML) "' I BOTTOM OP' WELL POINT ::::, EL. 151.37 DEPTH 76.8 ft. 1/) n.o Bedrock -BOTTOM Of' BOREHOLE EL. 148.57 D£PTH 79.6 ft. • FIGURES ABOVE REFER • ALL DEPTHS ARE REFERENCED TO DEPTH IN FEET TO GROUND SURFACE 59.B ft. 69.2 It. 10.3 ft. 79.5 It. BENTONITE SEALS W#&l + = LENGTH 01' CASINO LENGTH OF W~LL POINT & PLUG TOTAL 61.8 ft. I I I I I I I I I I I I I I I I I I I @@■SIRRINE • j!lli■ENVIRONMENTAL •· NJ■coNSULTANTS GROUND WATER MONITORING INSTALLATION DETAIL PROJECT: MACON/DOCKERY RI PHASE II JOB NO G-9168 LOCATION: ROCKINGHAM, NORTH CAROLINA INSTALLATION NO MW-05 CLIENT: MACON/DOCKERY STEERING COMMITTEE TYPE OF INSTALLATION CONTRACTOR: GROUNDWATER PROTECTION1 INC. MONITORING WELL BORING NO, MW-05 DRILLER: M.MCCONAHEY CERTIFICATION NO: NC 1105 LOCATION UPPER MACON SEC FIELD REPRESENTATIVE: 0. ANDERSON INSTALLATION DATE 7-31-90 SURVEY I 1 ~ TOP OF PROTECTIYI! CASING (CAP OPEN) DATUM NA D 27 For Sta ta Plana 2.73 ft. EL. 234.85 STICKUP GROUND TOP OF WELL CASINO OR RtsER PIPI SURFACE ELEVATION: 232.12 EL. 234.51 STICKUP, 2.39 ft. Bantonfta/C..mant TYPE OF SURFACE SEAL Grout w Slfty Fina Sand THICKNESS OF SURFACE SEAL 30.0 .... (SM) C Bantonftat Square Galv. 0 II) 7.5 C..mant TYPE OF PROTECTIVE CASINO Staal e Slfty Clayey Fina Grout -INSIDE DIAMETER i!W I-Sand (SC) TOT AL LE NOTH 0 !. 12.0 -~ -BOTTOM OF PROTECTIW: CASINO C EL. 229.85 Dl!PTH 2.27 w ., C Clayey Slit (ML) z TYPE OF WELL CASINO OR AtSEA PIPE Stainless Stael C .... INSI~ DIAMETER 2.a In. .... ii: . i,: • 0 30.0 C 7 / m Bentonlta -APPROXIMATE DIAMETER Qpr BOREHOLE 7.5 In. ui 32.0 ~ '.L . z Q Fina Sand t: 33.0 TOP OF WELL POINT C Coarse Sand EL. 196.32 Dl!PTH 35.8 ft. z 8 TYPI OF WELLPOINT Stainless Staal .... SCREEN OAUOE OR SIZE Of OPEHINQS -O.tna In . ~ INSIDE DIAIIETER 2 In. w TYPE OF BACKFILL AROUN> POtNT Sand Pack N ii: i BOTTOM OF WEU POINT :::, II) EL. 181.02 Dl!PTH 51.1 fl. -BOTTOII 01' BOREHOLI -EL. 181.02 DEPTH 51.1 II. • FIGURES ABOVI! RIFER • ALL DEPTHS ARE RUERENCIII TO DEPTH IN FEET TO GROUND SURFACI! 30.0 ft. 38.2 ft. 15.3 ft. 53.5 ft, Bl!Hl'OHrrE SU.LS f;W/4) + = LENGTH OF CASING LENGTH OF WEI.L POINT & Pl.I.IQ TQT&L 32.0 ft. I I I I I I I I I I I I I I I I I I I iii■SIRRINE })\,.ENVIRONMENTAL ; +ll1■CONSULTANTS GROUND WATER MONITORING INSTALLATION DETAIL PROJECT: MACON/DOCKERY RI PHASE II JOB NO G-9168 LOCATION: ROCKINGHAM, NORTH CAROLINA INSTALL.A TION NO MW--06 CLIENT: MACON/DOCKERY STEERING COMMITTEE TYPE OF INSTALLATION CONTRACTOR: GROUNDWATER PROTECTION, INC. MONITORING WELL BORING NO. MW--06 DRILLER: M.MCCONAHEY CERTIFICATION NO: NC 1105 LOCATION UPPER MACON SEC FIELD REPRESENTATIVE:. 0. ANDERSON INSTALLATION DATE 8-8-90 SURVEY I,._ TOP 01' PROTECTIVE CASING (CAP OP£N) DATUM NAO 27 For State Plana I EL. 237.13 STICKUP 2.48 fl. GROUND TOP OF WELL CASINO OR RISER PIPE SURFACE ELEVATION: 234.65 EL. 237.13 -2.48 fl. Bentonltal TYPE OF SURF ACE SEAL Cement Grout iii' Sltty Fina Sand THtcKNESS OF SURFACE SEAL 24.7 fl. ..I (SM) " Square Galv. lii 2.0 Bentonltal TYPE OF PROTECTIVE CASINO Staal e Clayey SIity Cement Grout INSIDE DIAMETER i.a In. ... Sand (SM) TOT AL LE NOTH 5.g ln1 0 ~ 9.0 1/) -BOTTOM Ofl' PROTECTIVI! CASING ..I Clayey Slit (ML) EL. " 232.13 O£PTH 2.52 w 12.25 1/) C z Sandy Slit (ML) ' TYPE OF WELL CASINO OR RISER PIP! Stalnlasa Steal " ..I IN~DE DIAMETER ~.II In. ..I ii: ~ CJ 24.7 " J ~ 7.5 In. m Bentonlta APPROXIMATE DIAMETER Off BOREHOLE <ti 26.5 ~ z Fino Sand Q t: 28.0 TOP 01' WELL POINT C Coarse Sand EL. 204.65 -30.0 fl. z 0 Stalnlasa Staal CJ TYPE OI' WELLPotNT ..I SCREEN QAUOE OR SIZE. Off OPENINOS 11.11~11 In • g INSIDI! DIAIIETI!R 2 In. w ~ TYP! 01' BACKFlLL A.ROUND POINT §aa~ack " I BOTTOM OF WELL POINT ::, EL. 189.35 DEPTH 45.3 ft. 1/) BOTTOII 01' BOREHOI.E EL. 189.25 DEPTH 45,4 fl. • FIGURES ABOVE REFER • ALL DEPTHS ARE REFERENCED TO DEPTH IN FEET TO OROUND SURFACE . 24.7 fl. :i2.5 11. 15.3 fl. 47.8 ft. BINTONITE Sl!Al.S ~A ♦ LENGTH OF WELL POINT a PLUG = LENGTH Off CASINO TOTAi. 26.5 fl. I •• I I I I I I I I I I I I I I I !@■SIRRINE ••••,■ENVIRONMENTAL &l~■coNSULTANTS GROUND WATER MONITORING INSTALLATION DETAIL PROJECT: MACON/DOCKERY RI PHASE II JOB NO G-9168 LOCATION: ROCKINGHAM, NORTii CAROLINA INSTALLATION NO MW--07 CLIENT: MACON/DOCKERY STEERING COMMITTEE TYPE OF INSTALLATION CONTRACTOR: GROUNDWATER PROTECTION, INC. MONITORING WELL BORING NO. MW--07 DRILLER: M.MCCONAHEY CERTIFICATION NO: NC 1105 LOCATION UPPER MACON SEC FIELD REPRESENTATIVE: J.JOHNSON INSTALLATION OATE 8-9-90 SURVEY 1 ~ TOP OP PROTECTIVE CASINO (CAP OPEN) DATUM NAO 27 For State Plane I EL. 228.42 STICKUP 2.35 ft. GROUND TOP OF WELL CASING OR RISER PIPE SURFACE ELEVATION: 226.07 EL. 228.41 DEi'™ 2.34 ft. Bentonlta/ TYPE o,r SURFACE SE.AL Cement Grout w · SIity Sand (SM) THK:KNESS OF SURFACE SEAL 2l g fl. ...I ,c Bentonlta/ Square Galv. ~ 7.5 Cement TYPE. OF PROTECTIVE CASINO Staal e Grout INSIDE.DIAMETER !·~Iii· ... Sandy Slit (ML) TOTAL LENGTH 1 All 0 ~ 1/) -BOTTOM OF PROTECTIVE CASINO ...I 12.25 ,c EL. 223.42 DEPTH 2.65 ft. Ill 1/) C z TYPE OF WELL CASINO OR RISER PIPE Stainless Staal ,c ...I INSIDE DIAMETER 2-!lln. ...I -~ Slit (ML) (J 21.0 ,c 8: ~ m Bentonlta APPROXIMATE DIAMETER OF BOREHOLE 7.5 In. .,; · 23.0 l'.L I-< z 2 Flne Sand 5 24.0 TOP OF WELL POINT 27.5 CoarsoSand EL. 199.42 DEPTH 26.65 ft. z 0 Stalnlaaa Staal (J Slit With Gravel TYPE OP WELLPOINT ...I SCREEN OAUOE OR SIZE OF OPENINGS D.DUl In • g (ML) INSIDE DIAMETER 2 In. Ill 32.5 TYPE OP BACKFILL AROUND POINT Torpodo Sand N ii: Slit (ML) i 37.25 BOTTOM OP WELL POINT ::, Slit With Gravel EL. 184.07 DEPTH 42.0 It. 1/) (ML) BOTTOM OP BOREHOLE • F10URE9 ABOVE RIFER • ALL DEPTHS ARE REP'ERENCED EL. 183.57 DEPTH 42.5 It. TO DEPTH IN FUT TO GROUND SURFACI! 21.0 It. 29.0 II. 15.3 It. 44.3 ft. W#& + = BENTONITI! SEALS LENGTH 01' CASINO LENGTH OF WELL POINT A PLUG TOTAL 23.0 It. I I I I I I I I I I I I I I I I I I I ]jlllSIRRINE n~■ENVIRONMENTAL tlllcoNSULTANTS GROUND WATER MONITORING INSTALLATION DETAIL .. PROJECT: MACON/DOCKERY RI PHASE II JOB NO G-9168 LOCATION: ROCKINGHAM, NORTH CAROLINA INSTALLATION NO MW-08 CLIENT: MACON/DOCKERY STEERING COMMITTEE TYPE OF INSTALLATION CONTRACTOR: GROUNDWATER PROTECTION, INC. MONITORING WELL BORING NO, MW-08 DRILLER: M.MCCONAHEY CERTIFICATION NO: NC1105 LOCATION UPPER MACON SEC FIELD REPRESENTATIVE: 0. ANDERSON INSTALLATION DATE 8-3-90 SURVEY I , ~ TOP OF PROTECTIVE CASING (CAP OPEN) DATUM NAO 27 For State Plana 2.22 ft. EL. 234.44 STICKUP GROUND TOP OF WELL CASINO OR RISER PIPE SURFACE ELEVATION: 232.22 EL. 234.54 DEPTH 2.32 ft. Bantonlta/ TYPE OF SURFACE SE.AL Camant Grout iii' SIity Sand (SM) Bantonlta/ THICKNESS OF SURFACE SEAL 2Z g fl ..J Camant Grout C Square Galv. &! 6.5 TYPE OF PROTECTIVE CASINO Staal 0 INSIDE DIAMETER ~.a In. ... ... TOT AL LENGTH 5CII i Clayey Slit (ML) rn -BOTTOM OF PROTECTIVE CASINO ..J EL 2.78 C 229.44 DEPTH UJ rn Q z C TYPE OF WELL CASINO OR RISER PIPE Stainless Steel ..J INSIDE DIAMETER 2.a In. ..J ii: :.: u 27.0 C 17 r, 7.5 In. Ill Bantonlta / -APPROXIMATE DIAMETER OF BOREHOLE ui 29.2 ~ :L z Q Fine Sand !:: 30.2 TOP OF WELL POINT Q Coarse Sand EL 198.82 DEPTH 33.4 ft. z 8 -TYPE OF WELLPOINT Stalnlaaa Steel ..J SCREEN Cl.AUGE OR SIZE Of OPENINGS a.ala In • ~ INSIDE DIAIIETER 2 In. UJ TYPI! OF BACKFILL AROUND POtNT Isn:mgg Siad ~ i I BOTTOM OF WELL POINT :::, rn EL. 183.52 DEPTH 48.7 ft. -BOTTOII Of' BOREHOLE , FIGURES ABOVE REFER • ALL DEPTHS ARE REFERENCED EL. 183.52 DEPTH 48.7 fl. TO DEPTH IN fEET TO GROUND SURFACE 27.0 ft. 35.7 fl. 15.3 fl. 51.0 ft. BENTONITE SEALS I¾/& + = LENGTH Of CASING LENGTH OF WELL POINT & PLUQ TOTAL 29.2 ft. I I .... ····•®■SIRRINE :i:::::::.:1 }lili~•ENVIRONMENTAL Wt■coNSULTANTS GROUND WATER MONITORING INSTALLATION DETAIL I , I PROJECT: MACON/DOCKERY RI PHASE II LOCATION: ROCKINGHAM, NORTH CAROLINA CLIENT: MACON/DOCKERY STEERING COMMITTEE CONTRACTOR: GROUNDWATER PROTECTION1 INC. JOB NO G-9168 INSTALLATION NO MW-SA TYPE OF INSTALLATION MONITORING WELL I BORING NO. MW-SA DRILLER: M. MCCONAHEY CERTIFICATION NO: NC1105 LOCATION UPPER MACON SEC FIELD REPRESENTATIVE: R. BOLICH I INSTALLATION DATE 8-1-90 SURVEY I , ~ TOP OF PROTECTIVE CASINO (CAP OPEN) DATUM NAO 27 For State Plane EL. 234.42 STICKUP 2.00 It. I GROUND TOP OF WELL CASINO OR RISER PIPE SURFACE ELEVATION: 232.42 EL. 234.44 DEPT>< 2.02 It. Bentonttel I Sltty Gravel ' TYPE OF StJRF ACE SE.AL Cement Grout iii' (GW) THICKNESS OF SURFACE SEAL 63.0 It. .... 4.5 BentDnttel C I I Sltty Sand (SM) Cement Grout Square Galv. &I TYPE OF PROTECTIVE CASING Steel e 11.0 INSIDE DIAMETER ~.l:J In. Sitt Wtth Gravel -! a II; .... TOT AL LE NOTH 0 (ML) :!:. 20.0 ti) -BOTIOM OF PROTECTIVE CASING .... EL. C 229.42 DEPT>< 3.0 ft. UJ ti) I Q z TYPE OF WELL CASINO OR RISER PIPE Stainless Steel C I I .... INSIDE DIAMETER 2.D In. .... Sitt (ML) ii: "' (..) 63.0 C ~ 17 8 In. Ill Bentontte -APPROXIMATE DIAMETER OF BOREHOLE ui 65.0 µ:'. ~ z Q Fine Sand .... 66.0 TOP OF WELL POINT 2i CciaraeSand • EL. 164.92 DEPT>< 67.5 It. z I I 0 Stainless Steel (..) 72.5 TYPE OF WELLPOINT .... D.D~D In . 0 -SCREEN GAUGE OR SIZE OF OPENINGS Partially INSIDE DIAMETER · 2 In. ti) El61r !ana UJ Weathered TYP£ OF BACKFILL AROUND POINT N ii: Rock C I I n.5 BOTTOM OF WELL POINT :::, EL. 154.92 DEPT>< n.511. ti) • BOTTOM OF BOREHOLE I EL. 154.92 DEPT>< n.s 11. • FIGURES ABOVE REFER • ALL DEPTHS ARE REFERENCED TO DEPTH IN FEET TO QAOUND SURFACE 63.0 It. I 69.52 ft. 10.0 ft. 79.52 It. BENTONITE SEALS Vffe/41 + = LENOTH OP CASINO LENQTH OF WELL POINT A PLUG TOTAL 65.0 It. I I I I I I I I I I I I I I I I I I I r~■SIRRINE f~-ENVIRONMENTAL Uil■coNSULTANTS GROUND WATER MONITORING INSTALLATION DETAIL .• PROJECT: MACON/DOCKERY RI PHASE II JOB NO G-9168 LOCATION: . ROCKINGHAM, NORTH CAROLINA INSTALLATION NO MW-<19 CLIENT: MACON/DOCKERY STEERING COMMITTEE TYPE OF INSTALLA T10N CONTRACTOR: GROUNDWATER PROTECT10N1 INC. MONITORING WELL DRILLER: M.MCCONAHEY CERTIFICATION NO: BORING NO. NC 1105 MW-<19 LOCATION UPPER MACON SEC FIELD REPRESENTATIVE: 0. ANDERSON J.JOHNSON INSTALLATION DATE 8-6-90 SURVEY 1 ~ TOP 01' PROTECTIVE CASINO (CAP OPEN) DATUM NAO For State Plana I 2.17 ti. EL 254.05 STICKUP GROUND TOP OF WELL CASING OR RISER PIPE SURFACE ELEVATION: 251.88 EL. 254.08 DEPTH 2.2 ft. Bentonlta/ TYPE OF SURFACE SEAL ·Cement Grout w SIity Sand (SM) THICKNESS OF SURFACE SEAL 28.6 ft. ... . < Bentonlta/ Square Galv. iii 13.0 Cament Grout TYPE OF PROTECTIVE CASING Steel e Sandy Clayey -INSIDE DIAMETER ;f.a In. • I-Slit (ML) TOTAL LENGTH ! DH. 0 !. -U) BOTTOM OF PROTECTIVE CASINO ... 13.0 < EL. 249.05 OEPnt 2.83 Ill U) Q z TYPE OF WELL CASINO OR RISER PIPE < Stalnleu Steel ... INSIDE DIAMETER 2.U In. ... Clayey Slit (ML) · ii: :.: ~ 28.6 8 ., ID Bentonlta -APPROXIMATE DtAMETEA OF BOREHOLE 7.5 In. ui 31.8 !L c; z RneSand Q 2i 32.6 TOP Of' WELL POINT z CoaruSand EL. 216.58 OEPnt 35.3 ft. 8 -TYPE OP' WELLPotNT Stalnleu Steel ... SCREEN ClAUOE OR SIZE OF OPENINGS a.ala In . 0 42.0 INSIDE DIAMETER 2 In. U) Ill TYPI! 01' BACKFILL AROUND POINT Isu:mSils:a ~cg N ii: Sandy Slit (ML) i BOTTOM Of' WELL POINT :::, EL. 201.28 OEPnt 50.6 ft. U) BOTTOII 01' BOREHOLE · • FlOURES ABOVE REFER • ALL DEPTHS ARE REFERENCED EL. 201.28 OEPnt 50.6 ft. TO Ol!Pnt IN FEET TO QROUNO SURFACE 28.6 It. 37.5 ft. 15.3 ft. 52.8 It. BENTONITE SEALS Wff/41 + = LENGTH OF CASINO LENGTH OF WELL POINT & PI.UO TOTAL 31.8 ft. I I I I I I I I I I I I I I I I I I . I +711115 IRR IN E ij■ENVIRONMENTAL I~■coNSULTANTS GROUND WATER MONITORING INSTALLATION DETAIL PROJECT: MACON/DOCKERY RI PHASE I JOB NO G-9168 LOCATION: RICHMOND CO., NORTH CAROLINA INSTALLATION NO MW-10 CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE TYPE OF INSTALLATION . MONITORING WELL CONTRACTOR: GRAHAM & CURRIE WELL DRILLING CO. BORING NO. MW-10 DRILLER: W.BOWER CERTIFICATION NO: 537 LOCATION UPPER MACON SEC FIELD REPRESENTATIVE: M. SHEEHAN M.HARDER INSTALLATION DATE 11/01,02/89 SURVEY 1 ~ TOP OF PROTECTIVE CASINO (CAP OPEN) NAO 27 FOR STATE PLANE I DATUM EL. STICKUP GROUND TOP OF WELL CASING OR RISER PIPE SURFACE ELEVATION: 263.36 It. EL. 265.51 It. DEPTH 2.15 It. Bentonlte/ w Slit With Sand (ML) Bentonlte/ TYPE OF SURFACE SE.AL C<lment Grout ..J 0.0 C<lment Grout THICKNESS OF SURF ACE SEAL 39 9 fl < u Poorly Graded en Sand With Slit and 0 Gravel (SW-SM) TYPE OF PROTECTIVE CASING Steel I-INSIDE DIAMETER I-15.0 TOT AL LENQTH 5,0 ft. 0 ~ Well Graded en Sand(SW) -..J 17.0 BOTTOM OF PROTECTIVE CASING < SIity Sand (SM) EL DEPTH w (/) 25.0 C 39.9' Sch. 5 Type 304 z Slit With Sand f;;, .... TYPE OF WELL CASINO OR RISER PIPE Stainless Steel < (ML) ~ INSIDE DIAMETER 2.0 In. ..J Bentonlte ~ ..J U:: 44.1' r,, r: ~ u < APPROXIMATE DIAMETER OF BOREHOLE 10 In. m Fine Sand cJi z 47.15" 0 TOP OF WELL POINT i= EL. 218.16lt. DEPTH 47.35 It. i5 Coarse Sand sch. 5 Wire Wrapped z 0 Filter Pack TYPE OF WELLPOINT Stainless Steel u · (Torpedo SCREEN GAUGE OR SIZE OF OPENINGS 0.010 '"· ..J INSIDE DIAMETER 2 In. 0 Sand) TYPE OF BACKFILL AROUND POINT Washiia c5uartz en Sand w N a: < BOTTOM OF WELL POINT :E EL. 208.16 ft. DEPTH 57.35 It. :E :::, BOTTOM OF BOREHOLE en -EL. 207.01 It. DEPTH 58.5 It. • FIOURES ABOVE REFER • ALL DEPTHS ARE REFERENCED TO DEPTH IN FEET TO GROUND SURFACE 39.9 It. 49.61 It. 10.24 It. 59.85 ft. W//& LENGTH OF RISER PIP£ + LENGTH OF WELL POINT & PLUG = TOTAL BEHTONITE SEALS 44. 1 It . I I I I I I I D I I I I I I I I I I I ·.·:·"■SIRRINE ,:. ENVIRONMENTAL ,Eii!■coNSULTANTS GROUND WATER MONITORING INSTALLATION DETAIL PROJECT: MACON/DOCKERY RI PHASE I JOB NO G-9168 LOCATION: RICHMOND CO., NORTH CAROLINA INSTALLATION NO MW-11 CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE TYPE OF INSTALLATION CONTRACTOR: GRAHAM & CURRIE WELL DRILLING MONITORING WELL BORING NO. MW-11 DRILLER: W.BOWER CERTIFICATION NO: 537 LOCATION UPPER MACON SEC FIELD REPRESENTATIVE: M.SHEEHAN M.HARDER INSTALLATION DATE 11108189 SURVEY / 1 ~ TOP OF PROTECTIVE CASING (CAP OPEN) NAO 27 FOR STATE PLANE I DATUM EL. STICKUP GROUND TOP OF WELL CASINO OR RISER PIPE SURFACE ELEVATION: 269.44 ft. EL. 271.92 ft. DEP"Tli 2.48 ft. Bentonlte/ -Bentonlte/ TYPE OF SURFACE SEAL Cement Grout w THICKNESS OF SURFACE SEAL ..J Slit With Sand (ML) Cement Grout 29 § tt, ct (.J (/) 0 TYPE OF PROTECTIVE CASING Stael I-INSIDE DIAMETER I-15.0 -$ o fl TOTAL LENGTH 0 Wall Graded ~ Sand(SW) (/) -BOTTOM OF PROTECTIVE CASING ..J 20.0 ct Fat Clay With EL. DEPTH w (/) Sand (CH) Q 25.0 29.6 Sch. 5 Type 304 z / ,-, TYPE OF WELL CASINO OR RISER PIPE Stainless Steel ct Lean Clay With ~ 1/ INSIDE DIAMETER 2.C In. ..J Sand (CL) Bentonlta ..J u: 30.0 '/ ~ 35.9 I, ~ (.J Slit (ML) ct -APPROXIMATE DIAMETER OF BOREHOLE 10 In. Cl Fina Sand ui z 37.0 0 TOP OF WELL POINT j:: EL. 231.92 ft. DEPTH 40.0 ft. ci Coarse Sand Sch. 5 Wire Wrarped z Filter Pack TYPE OF WELLPOINT Stainless Slee 0 C.Cl C In. (.J (Torpedo SCREEN GAUGE OR SlZE OF OPENINGS ..J INSIDE DIAMETER 2 In. 0 Sand) TYPE OF BACKFILL AROUND POINT Washed ~uartz (/) Sand w N ii: ct BOTTOM OF WELL POINT :;; EL. 221.92 ft. DEPTH 50.0 ft. :;; ::, -BOlTO_M OF BOREHOLE (/) -EL. 220.92 ft. DEPTH 51 .0 ft. • FIGURES ABOVE REFER • ALL DEPTHS ARE REFERENCED TO DEPTH IN FEET TO GROUND SURFACE 29.6 It. 42.54 ft. 10.23 ft. 52.77 ft. ~ LENGTH OF RISER PIPE + LENGIB OF WELL POINT & PLUG = TOTAL BENTONfTE SEALS 35.9 ft. I I I I I I I g D I I I I I I I I I I PIEZOMETER INSTALLATION DETAIL PROJECT: MACON/DOCKERY RI PHASE II JOB NO G-9168 LOCATION: ROCKINGHAM, NORTH CAROLINA INSTALLATION NO P-11A CLIENT: MACON/DOCKERY STEERING COMMITTEE TYPE OF INSTALL.A TION CONTRACTOR: GROUNDWATER PROTECT10N1 INC. MONITORING WELL BORING NO. P-11A DRILLER: T. TABOR CERTIFICATION NO: NC 1105 LOCATION UPPER MACON SEC FIELD REPRESENTATIVE: D. ANDERSON INSTALLATION DATE 7-24-90 SURVEY 1 ~ TOP Of' PROTECTIVE CASING (CAP OPEN) DATUM NAO 27 For State Plana I EL. 270.24 STICKUP 1.29 ft. GROUND TOP OF WELL CASINO OR RISER PIPE SURFACE ELEVATION: 268.95 EL. 270.28 DEPTH 1.33 ft. Bentonlte/ TYPE OF SURF ACE SEAL Cement Grout UJ SIity Clay (CL) THICKNESS OF SURFACE SEAL 70.8 ft. ... < Square Galv. ~ 58.0 Bentonlte/ Cement Grout TYPE OF PROTECTIVE CASINO Steel e INSIDE DtAMETER i.D In. ~ TOT AL LE NOTH 5,D la, 0 !. Sandy Clayey ti) Slit (ML) -BOTTOM OF PROTECTIVE CASINO ... < w EL. 265.24 DEPTH 3.71 ti) 0 z < TYPE OF WELL CASINO OR RISER PIPE PVC ... 64.0 INSIDE DIAMETER 2.D In. ... ;:;: :.: u < ID APPROXIMATE DIAMETER OF BOREHOLE 9.0 In. ui Sandy Slit (ML) 70.8 z Fine Sand ~ 72.8 ' TOP Of' WELL P04NT Coanie Sand EL. 195.35 DEPTH 73.60 ft. z 0 PVC () TYPE OP' WELLPOINT ... SCREEN ClAUQE OR SIZE OF OPENINGS D.DlD In . ~ 68.5 INSIDe DIAMETER 2 In. w TYPE OF BACKFIU AROUND POINT Sina Paci, 15! i Silty Sand (SM) BOTTOM OF WELL POINT ::, EL. 185.05 DEPTH 83.9 ft. ti) BOTTOM Of' 80REHOI.E • FIGURES ABOVI! REFER • ALL DEPTHS ARE REFERENCED EL. 181.95 DEPTH 87.0 ft. TO DEPTH IN FUT TO GROUND SURFACE ~A 74.9 ft. 10.3 ft. 85.2 ft. + = BENTONITE SEALS LENGTH o, CASINO LENGTH OF WELL POINT & PLUQ TOTAL I I I I I I I I I I I I I I I I I > :'.::;■111 S IRR IN E V %! ENVIRONMENTAL '<il■coNSULTANTS GROUND WATER MONITORING INSTALLATION DETAIL • PROJECT: MACON/DOCKERY RI PHASE I JOB NO ' G-9168 LOCATION: RICHMOND CO., NORTH CAROLINA INSTALLATION NO MW-12 CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE TYPE OF INSTALLATION CONTRACTOR: GRAHAM & CURRIE WELL DRILLING CO. MONITORING WELL BORING NO. MW-12 DRILLER: W.BOWER CERTIFICATION NO: 537 LOCATION LOWER MACON SEC FIELD REPRESENTATIVE: C. ROWAN T. SCOTT INSTALLATION DATE 11/17/89 SURVEY 1 ~ TOP OF PROTECTIVE CASINQ (CAP OPEN} NAO 27 FOR STATE PLANE! DATUM EL. · STICKUP GROUND TOP OF WELL CASINO OR RISER PIPE SURFACE ELEVATION: 170.03 ft. EL. 171.98 DEPTH 1.95 It. Bentonttet .;.••-'.' -TYPE OF SURF ACE SEAL Cement Grout • ~ Sandy Clay (CL) Bentonttet THICKNESS OF SURF ACE SEAL lZ 6 fl < Cement Grout (.) !/) 0 TYPE OF PROTECTIVE CASINO Steel I--INSIDE DIAMETER 10.0 - 5 0 ft, I-TOTAL LENGTH 0 ~ Clayey Sand (SC) !/) ...I 14.0 -BOTTOM OF PROTECTIVE CASINO < Sandy Clay (CL) EL. DEPTH w !/) C Sch. 5 Type 304 z TYPE OF WELL CASING OR RISER PIPE Stain less Steel < 17.6 INSIDE DIAMETER tO In. ...I ...I 1/, ,,... U:: Bentontte 1/, l<: ~ ~ (.) 19.8 < -APPROXIMATE DIAMETER OF BOREHOLE 10.5 In. CJ Fine Sand ui 20.9 z 0 TOP OF WELL POINT i'.= r EL. 149.01 II. DEPTH 22.97 It. c Coarse Sand Sch. 5 Wire Wrarped z Fitter Pack TYPE OF WELLPOINT Stainless Slee 0 0.010 '"· (.) (Torpedo SCREEN GAUGE OR SIZE OF OPENINGS ...I INSIDE DIAMETER 2 In. 0 Sand) TYPE OF BACKFILL AROUND POINT Was~ed cluartz !/) Sand w N 30.0 a: < SIHy Sand (SM) BOTTOM OF WELL POINT ::E EL. 139.02 It. DEPTH 32.96 It. ::E ::, --BOTTOM OF BOREHOLE !/) -EL. 136.91 It. DEPTH 35.07 It. • FIGURES ABOVE REFER • ALL DEPTHS ARE REFERENCED TO DEPTH IN FEET TO GROUND SURFACE 17.6 It. 25.27 It. 9.99 ft .. 35.26 II. BENTONrTE S£ALS W#/4l LENGTH OF RISER PIPE + LENGTH OF WELL POINT l PLUQ = TOTAL 19.8 It. I I I I I I I I I D I I. I I I I I I :~IISIRRINE ii;)\~11 ENVIRONMENTAL 'itmlllcoNSULTANTS GROUND WATER MONITORING INSTALLATION DETAIL PROJECT: MACON/DOCKERY RI PHASE H JOB NO G-9168 LOCATION: ROCKINGHAM, NORTH CAROLINA INSTALLATION NO MW-13 CLIENT: MACON/DOCKERY STEERING COMMITTEE TYPE OF INSTALLATION CONTRACTOR: GROUNDWATER PROTECTION INC. MONITORING WELL BORING NO. MW-13 DRILLER: M.MCCONAHEY CERTIFICATION NO: NC 1105 LOCATION LOWER MACON SEC FIELD REPRESENTATIVE: D. ANDERSON INSTALLATION DATE 7-27-90 SURVEY , ~ TOP OF PROTECTIVE CASINO (CAP OPEN) DATUM NAO For State Plane I EL. STICKUP GROUND TOP OF WEU. CASINO OR RISER PIPE SURFACE ELEVATION: 186.72 EL 188.67 DEPTM 1.95 It. Bentonlte TYPE OF SURFACE SEAL Cement/Grout UJ THICKNESS OF SURFACE SEAL ~l.711. ... cC Bentonltal Square Galv. li! Cement Grout TYPE OF PROTECTM! CASINO Steel. e ICSIDEDWIIET£.R fSw: ... TO'T Al. LENGTH ~ CD Clayey Sandy -IIOTTOII OF PROTECTIVE CASINO ... Slit (ML) EL. cC 183.67 DEPTM 3.05 It. LI.I Ill C z TYPE OF WELL CASINO OR RISER PIPE Stainless Steel cC ... IISIOE DIAMETER 2.D In. ... ii: . ~ ~ 41.7 ~ ~ m Bentonlte APPROXIMATE DIAMETER OF BOREHOLE 7.5 In. ai 43.7 :..: z ~ Fine Sand 44.7 1 TOP OF WEU. POIHT C Coarse Sand • EL. 140.02 DEPTM 46.7 ft. z 47.25 Wire Wrapped 0 (.) TYPE OF WELLPOINT Stainless Steel . ... Sandy Slit (ML) SCREEN QAUQE OR SIZE OF OPENINGS D.DlD In . g IISIOE DIAMETER 2 In. LI.I 51.75 N TYPE OF BACKFIU. AROUND POINT Coarse sana a: cC I SI lty Sand (ML) IOTTOII OF WEU. POINT ::, EL. 124.72 DEPTM 62.0 It. Ill -IOTTOII OF BOREHOI.E • l'IOl.llES ABOVE REFER • AI.L DEPTMS ARE REFERENCED EL. 124.22 DEPTM 62.5 It .. TO OEPTH IN F£.ET TO ORDUNO SURFACE 41.7 ft. 48.65 ft. 15.3 ft. 63.95 ft. ~~ + = IENTONrrE SEALS LENOTl-4 OF CASINO LENOn4 OF W1!1.1. POINT I P\.UO TOTAi. 43.7 ft. I I I I I I I I I I I I I I I I I I I rrj■SIRRINE ;~,.ENVIRONMENTAL w~■CONSULTANTS GROUND WATER MONITORING INSTALLATION DETAIL PROJECT: MACON/DOCKERY RI PHASE II JOB NO G-9168 LOCATION: ROCKINGHAM, NORTH CAROLINA INSTALLATION NO MW-14 CLIENT: MACON/DOCKERY STEERING COMMITTEE TYPE OF INSTALLATION CONTRACTOR: GROUNDWATER PROTECTION1 INC. MONITORING WELL DRILLER: M.MCCONAHEY CERTIFICATION NO: BORING NO. NC 1105 MW-14 LOCATION LOWER MACON SEC FIELD REPRESENTATIVE: D.ANDERSON INSTALLATION DATE. 7-20-90 SURVEY DATUM NAD For State Plane I 1 ~ TOP OF PROTECTIVE CASINO (CAP OPEN) EL. STICKUP GROUND TOP OF WELL CASING OR RISER PIPE SURFACE ELEVATION: 175.50 EL 1TT.34 DEPlll 1 .84 ft. Bentonlte TYPE OF SURFACE SEAL Cement/Grout w THICKNESS OF SURFACE SEAL Hl.5 ff. ..J Clayey Sandy "' sm (ML) Bentonlte/ Square Galv. &I Cement Grout TYPE OF PROTECTIVE CASINQ Steel e INSIDE DIAMETER !·,SIP.· ~ TOTAL LENGTH 0 8.5 ~ -U) BOTTOM OF PROTECTIVE CASINO ..J EL "' 172.34 DEPlll 3.16ft. Ill U) C Sandy Slit (ML) z TYPE OF WELL CASINO OR RISER PIPE Stalnless Steel "' ..J INSIDE DIAMETER 2.a In. ..J ii: :.: CJ 16.5 t:, 17 "' 7.5 In. ID Bentonlte tL ~ -APPROXIMATE DIAMETER OF BOREHOLE ui 18.5 z RM Sand Q ~ 19.5 ' TOP OF WELL POINT 2i EL. 152.4 DEPTH 23.12ft. z Wire Wrapped 0 CJ TYPE 0, WELLPOINT Stalnleu Steel ..J SCREEN QAUQE OR SIZE Of OPENINGS a.ala In • ~ CoaMIOSand INSIDI! DIAMETER 2 In. Ill TYPE Of BACKFILL AROUND POlllT l:!oarse sana N ii: "' I BOTTOM Of WELL PotllT :::, EL. 142.1 DEPlll 33.4 ft. U) BOTTOM Of BOREHOLE -EL. 141.5 DEPlll 34.0 ft. , FIGURES ABOVE REFER • ALL DEPTHS ARE REFERENCED TO DEPTH IN ,E.11' TO GROUND SURF.A.Cl! 16.5 ft. 24.96 ft. 10.28 ft. 35.24 ft. Wl"/41 + = BEllTONrrE SEALS LENGTH o, CASINO LENGTH OF WELL POINT & PLUG TOTAL 18.5 ft. I I I I I I I I I I I I I I I .I I I I BIISIRRINE !}1;Ill~i~i~NL~~N,J¢~ GROUND WATER MONITORING INSTALLATION DETAIL PROJECT: MACON/DOCKERY RI PHASE II JOB NO G-9168 LOCATION: ROCKINGHAM, NORTH CAROLINA INSTAlLATION NO MW-14R CLIENT: MACON/DOCKERY STEERING COMMITTEE TYPE OF INSTALLATION CONTRACTOR: GROUNDWATER PROTECTION, INC. MONITORING WELL BORING NO. MW-14R DRILLER: M.MCCONAHEY CERTIFICATION NO: NC1105 LOCATION LOWER MACON SEC FIELD REPRESENTATIVE: R. BOLICH INSTALLATION DATE 8-3-90 SURVEY , ~ TOP OF PROTECTIVE CASINO (CAP OPEN) DATUM NAO 27 For State Plane I 1 .32 ft. EL. 176.02 STICKUP GROUND TOP OF WELL CASINO OR RISER PIPE SURFACE ELEVATION: 174.70 EL. 175.95 DEPll< 1.25 ft. Bentontte SI tty Sand (SM) TYPE OF SURF ACE SEAL Cement/Grout w THICKNESS OF SURFACE SE.AL 28.0 ft. ..J 1.0 C Square Galv. 1-:l Sandy Slit (ML) Bentonlte/ TYPE.OF PROTECTIVE CASINO Steel ~ Cement Grout INSIDE DIAMETER Ulln. 12.0 s.a 11 ,_ TOT AL LE NOTH 0 ~ "' Sandy Clayey -BOTTOM OF PROTECTIVE CASINO ..J Sitt (ML) EL. C 171.02 DEPll< 3.68 1'J "' 0 z TYPE OF WELL CASINO OR RISER PIPE Stainless Steel C 21.0 ..J INSIDE DIAMETER 2.a In. ..J ii: :.: 0 . 28.0 ~ t? C m Bentonlte APPROXIMATE DIAMETER OF BOREHOLE 7.5 In. ui 30.0 ~ ~ z Fine Sand Q !:: 31.0 TOP OF WELL POINT 0 Sandy Sitt (ML) Coarse Sand EL 141.70 DEPll< 33.0 ft. z 0 Stalnleu Steel 0 TYPE OF WELLPOINT ..J SCREEN QAUOE OR SIZE OF OPENIHOS a.ala In . 0 INSIDE DIAMETER 2 In. "' 1'J TYPE OF BACKFILL AROUND POtNT E1t11c 511aa N ii: C I BOTTOM OP WELL POINT :::, , EL. 126.70 DEPll< 48.0 ft. "' -BOTTOM CW BOREHOLE -EL. 126.20 DEPll< 48.5 It. • FIGURES ABOVE REFER , ALL DEPTHS ARE RUERENCEO TO DEPll< IN l'EET TO GROUND SURFACE 28.0 It. 34.25 It. 15.0 It. 49.25 It, BENTONITI! SEALS ~A + = LENCl'THo,cASINO LENGTH OF WELL POINT & PLUO TOTAL 30.0 It, I I I I I I I I I I I I I I I I I I I j1jm■SIRRINE \iii~■ENVIRONMENTAL Y b~■coNSULTANTS GROUND WATER MONITORING INSTALLATION DETAIL PROJECT: MACON/DOCKERY RI PHASE II JOB NO G-9168 LOCATION: ROCKINGHAM, NORTH CAROLINA INSTALLATION NO MW-15 CLIENT: MACON/DOCKERY STEERING COMMITTEE TYPE OF INSTALLATION CONTRACTOR: GROUNDWATER PROTECTION1 INC. MONITORING WELL BORING NO. MW-15 DRILLER: M.MCCONAHEY CERTIFICATION NO: NC 1105 LOCATION UPPER MACON SEC FIELD REPRESENTATIVE: D. ANDERSON INSTALLATION DATE 8-7-90 . SURVEY I 1 ~ TOP OF PROTECTIVE CASING (CAP OPEN) DATUM NAO For State Plane 2.41 ft. EL. 257.13 STICKUP GROUND TOP OF WELL CASINO OR RISER PIPE SURFACE ELEVATION: 254.72 EL. 257.10 DEPTH 2.38 ft. Bentonfte TYPE OF SURFACE SEAL Cement/Grout w Slfty Sand (SM) THICKNESS OF SURFACE SEAL ~ll.2 R. ... "' Bentonfta/ Square Galv. 1A 14.0 Cement Grout TYPE OF PROTECTIVE CASINO Steel I:! INSJOE DIAMETER i:~W: I-TOT AL LE NOTH 0 ~ (I) Sandy Sift (ML) -BOTTOM OF PROTECTIVE CASING ..I EL. "' I 252.13 DEPTH 2.59 w (I) Q z "' TYPE OF WELL CASINO OR RISER PIPE Stainless Steel ... 22.5 INSIDE DtAMETEA 2.ll In. ..I ii: :.: (J 30.2 "' [7. V'. Ill Bentonfte -APPROXIMATE DIAMETER OF BOREHOLE 7.5 In. ui Clayey Slit (ML) 32.0 i'.L :::;-z Q Fine Sand . ~ 33.2 TOP OF WELL POINT Coarse Sand EL. 219.22 DEPTH 35.5 ft. z 0 Stainless Steel (J TYPE OF WELLPOINT ..I SCREEN GAUGE OR SIZE OF OPENINOS ll.lll ll In • ~ 42.0 INSIDE DIAMETER 2 In. w TYPI! 0, BACKl"ILL AROUND POINT §na Paci< N ii: Sandy Sift (ML) "' I BOTTOM OF WELL POINT :, EL. 203.92 DEPTH 50.8 ft. (I) -BOTTOM OF BOREHOI.E • FIGURES ABOVE REFER • ALL DEPTHS ARE REFERENCED EL • 203.92 DEPTH 50.8 ft. TO DEPTH IN l'E£T TO GROUND SURFACE 30.2 ft. 37.8 ft. 15.3 ft. 53.18 ft. BENTONrrE SEALS Vffeffij + = LENG'IM OF CASING LENG'IM OF WELL POINT • Pl.LIO TOTAL 32.0 ft. 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 I I I I I I I I I I I I I %!@■SIRRINE .nt1■ENVIRONMENTAL n~■coNSULTANTS GROUND WATER MONITORING INSTALLATION DETAIL PROJECT: MACON/DOCKERY RI PHASE II JOB NO G-9168 LOCATION: ROCKINGHAM, NORTH CAROLINA INSTALLATION NO MW-15A CLIENT: MACON/DOCKERY STEERING COMMITTEE TYPE OF INSTALLATION CONTRACTOR: GROUNDWATER PROTECTION, INC. MONITORING WELL DRILLER: J. DUDLEY CERTIFICATION NO:. BORING NO. MW-15B NC 1105 LOCATION UPPER MACON SEC FIELD REPRESENTATIVE: M.SHEEHAN INSTALLATION DATE 10-10-90 SURVEY I , ..,_ TOP OF PROTECTIVE CASING (CAP OPEN) DATUM NAO 27 For State Plana EL. 257 .• 32 STICKUP 3.00 It. GROUND TOP OF WELL CASINCl OR RISER PIPE SURFACE ELEVATION: 254.32 EL. 257.29 DEP'TW 2.97 It. Bantonltat TYPE OF.SURFACE SEAL Cement Grout w THICKNESS OF SURFACE SEAL az 511 ..I Bantonlta/ ,c ii! Cement Grout Square Galv. TYPE OF PROTECT!~ CASINO Staal e INSIDE DIAMETER Ulln. I-0 TOT AL LE NOTH 5,a II, ~ C/1 -BOTTOM OF PROTECTIVE CASINO ..I EL. ,c 252.32 DEP'ni 2.0 w C/1 0 Type 316 z TYPE OF WELL CASING OR ASSER PIPE Stalnlasa Stael ,c 67.5 'r ..I 1/, ~ INSIDE DIAMETER 2.n In. ..I Bantonlta ii: 70.0 ;...:: ;.,, :.: . Ana Sand (J ,c 71.0 m -APPROXIMATE DtAMETER OF BOREHOLE 10 In. ui z Q t::: TOP OF WELL POINT 0 EL. 181.82 DEP'TW 72.5 It. z 0 Coarsa Sand Stalnlasa Steel (J TYPE OF WELLP~NT ..I SCREEN QAUOE OR SIZI! o, OPENINGS n.n~n In • ~ IMMDE DIAMETER 2 In. w TYPE OF BACKFILL AROUND POINT fgmec1g Sled N ii: ,c I BOTTOM OF WELL POINT ::::, EL. 171.82 DEP'TW 82.5 ft. C/1 BOTTOM OF BOREHOLE • FIGURES ABOVE REFER • ALL DEPTHS ARE REFERENCED EL. 171.32 DEPTH 83.0 ft. TO DEPTH IN FEl!T TO GROUND SURFACE ' 67.5 ft. 75.5 ft. 10.0 ft. 85.5 It. BENTONrrE SEALS 0#/41 LENGTH o, CASING + LENGTH OF CORE HOLE = TOTll 70.0 ft 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 I I I I I I I I I I I I : t1UIIISIRRIN E )! ![111 ENVIRONMENT AL liM~■coNSULTANTS GROUND WATER MONITORING INSTALLATION DETAIL PROJECT: MACON/DOCKERY RI PHASE II JOB NO G-9168 LOCATION: ROCKINGHAM, NORTH CAROLINA INSTALLATION NO MW-16 CLIENT: MACON/DOCKERY STEERING COMMITTEE TYPE OF INSTALLATION GROUNDWATER PROTECTION, INC. MONITORING WELL CONTRACTOR: BORING NO. MW-16 DRILLER: M.MCCONAHEY CERTIFICATION NO: NC 1105 LOCATION LOWER DOCKERY SEC FIELD REPRESENTATIVE: • M.SHEEHAN INSTALL.A TlON DA TE 7-23-90 SURVEY 1 ~ TOP OF PROTECTIVE CASINO (CAP OPEN) DATUM NAO 27 For State Plane I 2.22 ft. EL. 160.01 STICKUP GROUND TOP OF WELL CASINO OR RISER PIPE SURFACE ELEVATION: 157.79 EL. 159.97 DEP'Tl1 2.18 ft. Bentonttel TYPE OF SURFACE SEAL Cement Grout i.i' THICKNESS OF SURFACE SEAL 22 211 .., SI tty Sand (SM) Bentonttel Cl 0 Cement Grout Square Galv. "' TYPE OF PROTECTIVE CASINO Stael e INSIDE DIAIIETER :ii.ti In. I-TOTAL LENGTH s a B. 0 13.5 z_ -"' -80TTOII OF PROTECTIVE CASINO .., Cl EL. 154.97 DEPTH 2.82 UJ Clayey Sand (SC) Ill C z TYPE OF WELL CASINO OR RISER PIPE Stainless Steel Cl 22.2 7, .., 23.5 ~ INSIDE DIAMETER ~.ti In. .., Bentontte ~ ii: 24.5 ~ "' Fine Sand , 0 Cl 25.5 ID APPROXIIIATE DIAIIETER OF BOREHOLE 7.5 In. ui Sltty Sand (SM) z 0 E TOP OF WELL POINT C EL. 129.99 DEPTH 27.8 ft. z 0 Coarse Sand Wire wrapped 0 TYPE OF WELLPOINT ~alnless S!eel .., SCREEN OAUOE OR SIZE OF OPENIN<IS --0.tlt ti In • 0 "' INSIDE DtAMETER 2 In. UJ TYPE OF BACKFILL AROUND POINT Coarsa Sand N ii: Cl :I! :I! BOTTOII OF WELL POINT ::::, Ill EL. 120.29 DEP'Tl1 37.5 ft. -BOTTOII OF BOREHOLE • FIOURES ABOVE REFER EL. 118.79 DEP'Tl1 39.0 ft. • ALL DEPTHS ARE REFERENCED TO DEPTH IN FEET TO GROUND SURFACE 22.2 ft. 30.0 ft. 9.7 ft. 39.7 ft. W"',& LENO"Tli OF CASINO + LENO"Tli OF CORE HOLE = TOTAL BENTONrrE SEALS 24.5 ft 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 I I I I I I I I I I I I I GROUND WATER MONITORING INSTALLATION DETAIL PROJECT: MACON/DOCKERY RI PHASE II JOB NO G-9168 LOCATION: ROCKINGHAM, NORTH CAROLINA INSTALLATION NO MW-18 CLIENT: MACON/DOCKERY STEERING COMMITTEE TYPE OF INSTALLATION CONTRACTOR: GROUNDWATER PROTECTlON1 INC. ABOVE GRADE BORING NO. MW-18 DRILLER: J. DUDLEY CERTIFICATION NO: NC 1105 LOCATION UPPER MACON SEC FIELD REPRESENTATIVE: M. SHEEHAN/R. ZWEIG INSTALLATION DATE 10-11-90 SURVEY NAO 27 For State Plana 1 ~ TOP 01' PROTECTIVE CASINO (CAP OPEN) DATUM I . EL. 242.41 STICKUP 1.98 ft. GROUND TOP OF WELL CASINO OR RISER PIPE SURFACE ELEVATION: 240.43 . EL. 242.54 DEPTH 2.11 ft. Bantonlta/ TYPt! OF SURFACE SEAL Cement Grout w THICKNESS OF SURFACE SEAL ..I "' Bantonlta/ Square Galv. CJ (I) Cement Grout TYPE OF PROTECTIVE CASINO Staal ~ INSIDE DIAMETER l:&JP.· ... TOT AL LE NOTH 0 ~ (I) -BOTTOM OF PROTECTIVE CASINO ..I EL. "' 237.41 DEPTH 3.02 w (I) 0 Type 316 z ~ -TYPE OF WELL CASINO OR RISER PIPE Stainless Steel "' 29.5 ..I ~ INSIDE DIAMETER ~-D In. , ..I Bantonlte ~ ;.: ~ "' 31.5 ~ CJ "' Ana Sand 10 In. Ill 32.5 APPROXIMATE DIAMETER OF BOREHOLE Iii z Q r TOP OF WELL P°'NT s EL. 205.93 DEPTH 34.5 It. z Coarse Sand Type 316 0 CJ TYPE 01' WELLPOINT Stalnleaa Steel ..I SCREEN GAUGE OR SIZE OF OPENINGS ,una1n . ~ INSIDE DIAMETER 2 In. w N TYPE 01' BACKFILL AROUND POINT "QICII SID~ ir "' I BOTTOM 01' WELL POINT ::::, EL. 190.93 DEPTH 49.5 It. (I) BOTTOM 01' BOAEHOI.I EL. 190.73 DEPTH 50.0 ft. , FIGURES ABOVE REFER • ALL DEPTHS ARE REFERENCED TO DEPTH IN FEET TO GROUND SURFACI! 35,0 ft. 15.0 It. 50.0 fl. ~ LENGTH OF CASINO + LENGTH OF CORE HOLE = Ti51fl[ BENTONrTI! SEALS 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 I I. I I I I I I I I I I I ...... , .. ~-115 RRINE tt~m I ll■ENVIRONMENTAL •rn~■coNSULTANTS GROUND WATER MONITORING INSTALLATION DETAIL PROJECT: MACON/DOCKERY RI PHASE I JOB NO G-9168 LOCATION: RICHMOND CO., NORTH CAROLINA INSTALL.A TION NO MW-19 CLIENT: MACON/DOCKERY SITE STEERING COMMITTEE TYPE OF INST All.A TION CONTRACTOR: GRAHAM & CURRIE WELL DRILLING CO. MONITORING WELL BORING NO. MW-19 DRILLER: W. BOWER CERTIFICATION NO: 537 LOCATION UPPER MACON SEC FIELD REPRESENTATIVE: M.SHEEHAN C. ROWAN INSTALLATION DATE 11/13, 14 /89 SURVEY 1 ~ TOP OF PROTECTIVE CASINO (CAP OPEN) DATUM NAO 27 FOR STATE PLANE I EL. STICKUP GROUND TOP OF WELL CASING OR RISER PIPE SURFACE ELEVATION: 234.93 ft. EL. 236.89 ft. DEPTH 1 .96 It. Bentontte/ ~ TYPE OF SURFACE SEAL Cement Grout Sltty Sand (SM) THICKNESS OF SURFACE SEAL 26· 75 ft < Bentontte/ (.J Ill Cement 0 Grout TYPE OF PROTECTIVE CASINO Steel I-INSIDE DIAMETER I-10.0 - 0 TOT AL LENGTH 5,D H, ~ Lean Clay (CL) Ill -BOTTOM OF PROTECTIVE CASING .J < EL. DEPTH w Ill 0 Sch. 5 Type 304 z TYPE OF WELL CASING OR RISER PIPE Stainless Steel < .J 26.75 INSIDE DIAMETER 2.D In. .J ~ r ii: 30.0 Bentonlte r,;:: :.: ~ r,.., (.J Sitt (ML) -APPROXIMATE DIAMETER OF BOREHOLE 10 In. < 31.9 '--' m Fine Sand uj 37.85 z 0 \ TOP OF WELL POINT i= EL. 202.11 ft. DEPT>< 34.78 ft. c Coarse Sand Sch. 5 Wire Wrarped z 0 FIiter Pack TYPE OF WELLPOINT Stainless Stee (.J (Torpedo SCREEN GAUGE OR SlZE OF OPENINGS D.DID In. .J INSIDE DIAMETER 2 In. 6 Sand) TYPE OF BACKFILL AROUND POINT Wasfiiia c:iuartz Ill Sand w N ii: < BOTIOM OF WELL POINT :::;; EL. 191.89 ft. DEPTH 45.00 ft. :::;; :::, . -BOTTOM OF BOREHOLE Ill -EL. 190.89 ft. DEPT>< 46.00 It. • FIGURES ABOVE REFER • ALL DEPTHS ARE REFERENCED TO DEPT>< IN FEET TO GROUND SURFACE 26.75 ft. 37.46 ft. 10.22 ft. 47.68 ft. W/#A LENGTH OF RISER PIPE + LENGTH OF WELL POINT & PLUQ = TOTAL BENTONITE SEALS 31.90 ft. 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 I I I I I I I I I I I I [,;;■SIRRINE i,■ ENVIRONMENT AL &~■CONSULTANTS GROUND WATER MONITORING INSTALLATION DETAIL PROJECT: MACON/DOCKERY RI PHASE II JOB NO G-9168 LOCATION: ROCKINGHAM, NORTH CAROLINA INSTALLATION NO MW-20 CLIENT: MACON/DOCKERY STEERING COMMITTEE TYPE OF INSTALLATION CONTRACTOR: GROUNDWATER PROTECTION, INC; MONITORING WELL DRILLER: R. BRYAN CERTIFICATION NO: BORING NO. MW-20 LOCATION UPPER MACON SEC FIELD REPRESENTATIVE: M. SHEEHAN R. ZWEIG INSTALLATION DATE 10-8-90 SURVEY 1.....-TOP OF PROTECTIVE CASINO (CAP OPEN) DATUM NAO 27 For State Plana I 2.83 ft. EL. 265.19 STICKUP GROUND TOP OF WELL CASINO OR RISER PIPE SURFACE ELEVATION: 262.36 EL 265.15 DEPTH 2.79 ft. Bentonlta/ TYPE OF SURFACE SEAL Cement Grout iii" THICKNESS OF SURFACE SEAL 34.5 ft. ..I Bentonlta/ C Square Galv. u Cement Grout rJJ TYPE_ OF PROTECTIVE CASINO Steel 0 INSIDE DIAMETER Ulln. ... ... TOT AL LE NOTH 5 DH. 0 ~ rJJ BOTTOM OF PROTECTIVE CASINO ..I EL 2.17 ft. c( 260.19 DEPTH 1/J rJJ 0 34.5 7 ~ z TYPE OP WELL CASINO OR RISER PIPE Stalnleaa Steel c( ~ ..I Bentonlta ~ INSIDE DtAMETEA 2.a In. ..I ~ ii: 36.5 :,,: Fina Sand u c( 37.5 ID -APPROXIMATE DIAMETER OF BOREHOLE e:0 In. ui z ~ l TOP Of' WELL POINT 0 EL. 222.16 DEPTH 40.2 ft. z 0 Coarse Sand u -TYPE Of' WELLPOINT Stalnlaaa Staal ..I SCREEN OAUOE OR SIZE OF OPENINGS a.ala In • ~ INSIDE DIAMETER 2 In. 1/J TYPE Of' BACKFILL AROUND POINT ~SIICII a1clil ~ i BOTTOM 0, WEU POINT ::, EL. 207.16 DEPTH 55.2 ft. rJJ BOTTOM Of' 80REH01.E -EL. 206.36 DEPTH 56.0 ft, • FIGURES ABOVE REFER , ALL DEPTHS ARE REFERENCED TO DEPTH IN FEIT TO GROUND SURFACE 34.5 ft. 42.69 ft. 15.3 ft. 57.99 ft. BEHTONrrE Sl!AI.S W/$1 + = LENGTH OF CASINO LENGTH OF WELL POINT & PI.UO TOTAL 36.5 ft. 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 I I I I I I I I I I I I APPENDIX G I MONITORING WELL DEVELOPMENT LOGS I I I 1-I I . I I I I I I I 11 I i I I I I - - ---- - ---------- - Monitoring Well Development Log Page_1_of~ Date Started (yr/mo/day) 89/11/30 Date Completed (yr/mo/day) 89/12/1 Field Personnel __ .JM..._Hw,A..i;R,.DLIE_,R,._ ______________ _ sue Name MACON/DOCKERY SEC Job •_...;G,:::,·9c,1.:,6"-8 _________________ _ Well ID# ---'M:.:.W::.:....:-0:..;1'--------------------- _X_ Upgradlent __ Oowngradlent Weather Condlllons ___ s_u_N_N_Y...;'.:..C_L_EA __ R.:.., C_O_L_D _________ _ Air Temperature 45 'F Oatemme Discharge Rate Volume Purged Water Temperature (gpm) (gallons) ('C) pH 1307 -1 20.0 15.3 7.80 1527 16.8 6.60 -1 25.0 1535 c1 27.0 17.0 6.00 1545 c1 30.0 17.3 5.83 17.0 5.67 1556 . 32.0 1604 c1 33.0 16.9 5.50 1705 c1 40.0 15.4 5.00 1715 c1 50.0 15.7 5.50 1211/89 0806 c1 65.0 13.2 5.73 Sirrine Envlronmental Consultants P.O. Box 24000 Greenvllle, SC 29616 Total Well Depth (TWD) = ____ _,,5::,4..,.7.._T.._OC"'-"'----------1_1_1oo_n Depth to Ground Water (DGW) = ___ 2_2._5_T_O_C __________ 1_t_tOO_H Length ol Waler Column (LWC) = TWD ·DOW= ___ 3_2_._1_5 _____ ,_,_,oo_n 1 Casing Volume (OCV) = LWC x 652 = ____ 2_0_.9_6 ____ ~g_al_lo_n_s 5 Casing Volumes= -------------'1_0_4.~8_1 _____ ga_l_lo_ns Method ol Well Development __ ...;A=IR.:...:L:..:IFT..:.... ___________ _ Total Volume ot Waler Removed 70.0 gallons Eh Specific Conductivity Turbidity/Color Sand Content Remarks (µmholllcm) (%) 36.0 2 -5 slightly turbid · 35.0 2 -5 32.7 2 c5 -2 cS 32.5 2 c5 32.7 2 c5 31.7 2 c2 31.2 2 c2 28.3 2 c2 COMMENTS/OBSERVATIONS: __ 1uo1111twia~I.JlL11P!::·]I.:SLl1Ql!.Ql11!l911JOll..llSYU!J[Q~81...J1.SilJIQ!XWUIIIDQIUidlJIO!XWUDLll.lPLSU(Q,JJPlllfllLidilllll.•cs.hlliQW[ll,QU,ll?r.tJ.)..lYueurv.uolll2w;WILJ[l.llkCb ... awrll,<>u,9i.., ________________ _ weldev0188 ------- - -- - ------ - - - - -- - - ------------ - Monitoring Well Development Log Page_2_of~ Date Started (yr/mo/day) 89/12/2 Date Completed (yr/mo/day) 89/12/2 Field Pereonnel __ ..:M;.;•:..;HcoA=R:.:Dc:E:.:R.:...... _______________ _ Site Name MACON/DOCKERY SEC Job I G-9168 Well ID I MW-02 __ Upgradlent _X_oowngradlent Weather Condltlona ___ o_V_E_R_C_A_S_T.;.;_C_OO_L ___________ _ Air Temperature 45 'F oatemrne Discharge Rate Volume Purged Water Temperature pH 1212/89 (gpm) (gallons) ('C) 1430 c1 5.0 17.3 6.60 1730 c1 10.0 14.3 5.85 1740 <1 16.0 17.2 5.70 ' COMMENTS/OBSERVATIONS: lnltlal 5 gallon surge slowing down to < 1 gpm. wetdev0188 --- - -·---- Sirrine Environmental Consultanls P.O. Box 24000 Greenvllle, SC 29616 Total Well Depth (TWO)= ____ _,.5,.8.,.5._T,.O'"'-"'C'-_________ 1_1_1oo_N Depth lo Ground Waler (DGW) = ___ 33_._9_D_T_OC __________ 1_1_100_N Length of Waler Column (LWC) •TWO. DGW = ___ 2.:.4_._60 ______ 1_1_100_N 1 Casing Volume (OCV) = LWC • ,652 = ___ ..;1;.c6_.D_4 _____ ~g~•-llo_n_e 5 Casing Volume■= ___________ _;:;80.:..""2"'D _____ g,.e"ll~o=ns Method of Well Development __ _;Ac;l:.:.R;..:Ll:.:.FT....:.... ___________ _ Total Volume of Weter Removed 16.0 gallons Eh Specific Conductlv11y Turbidity/Color Sand Content Remark• (µmhoslcm) (%) 34.7 3.4 5-10 % turbid to very turbid 29.0 3-4 5-10 % 31.7 3-4 5-10 % - - --- - - - - - - - - -- - ----·--- - - - --Monitoring WeU Development Log Page 3 of 10 Dale Started (yr/mo/day) 89/12/2 Date Completed (yr/mo/day) 89/12/2 Field Personnel, ---'M=. ~H:,::A,_,.R,::D~E:;Rc:.... ______________ _ SIie Name MACON/DOCKERY SEC Job• G-9168 Well ID• _-!M:::W=.(1:::3~------------------ --Upgradlent __!__oowngradlent Weather Condlllona ___ O_V_E_R_C_A_S_T.;.;_C_OO_L ___________ _ Air Temperature 40 "f Detemme Discharge Rate Volume Purged Water Temperature ("C) 12/2/89 (gpm) (gallon■) pH 1650 c1 18.0 15.4 6.88 1700 <1 20.0 14.7 6.00 COMMENTS/OBSERVATIONS: lnltlal 10 gallon surge slowing down to< 1 gpm. weldev0188 --·---- --- Sirrine Envtronmentel Consultants P .0. Box 24000 Greenvllle1 SC 29616 Tole! Well Depth (TWO)= ____ ... s,.0.,,0!..T.1,;0C!,&:_ _________ 1_1_100_11 Depth to Ground Water (DGW) : ___ 2_3_.4_T_OC ___________ 11_1_00_11 Length of Water Column (LWC): TWO· DGW = ___ 2:;6::,-:,:6 ______ 1,:1.,::100::::....:;11 1 Cooing Voluma (OCV) = LWC x .652 = __ __:1..:.7.::.3:.;4;_ ____ _.gi.::a"-llo'-'n~• 5 Ceslng Volumes= ------------=86:::·cc7.:2'-____ g,.■:.:11;;:o=n• Melhod of Well Development ---'A:,.l,_,.R!.::Ll,_,.FT...!.. ___________ _ Total Volume of Water Removed 20.0 _g■llona Speclllc Conductivity Turbidity/Color Sand Conlent Remark■ Eh (µmhoa/cm) (%) 30.5 3-4 10% turbid to very turbid 26.9 3.4 10% - - - - - -- --- ---------- - ------ - Monitoring Well Development Log Pago 4 of 10 Dato Started (yr/mo/day) 89/12/2 Dato Completed (yr/mo/day) 89/12/2 Field Porsonnol __ _,M,. . ..,Hc,A=R,_D,_.E,.R.__ ______________ _ Sito Name MACON/DOCKERY SEC Job I G-9168 Woll 101_.....::M:.:W:!;-0=4 __________________ _ _!_ Upgradlent __ DownQradlent Weather Condltlona ___ O_V_E_R_C_A_S_T_; C_O_O_L ___________ _ Air Temperature 45 Datemme Discharge Rate 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 2 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 Envlronmenlal Consultants P .0. Box 24000 GreenvlUe, SC 29616 Total Woll Depth (TWD) = ____ _.6c,.J.,.O.,.Oc.J'-'OC"""'---------'-'-'oo_n Depth to Ground Water (DGW) : ___ 3_6_.83_T_OC __________ 11_1_oo_tt Length of Water Column (LWC) = TWD • DGW = __ ..;2=.4.:.:•..:.17;_ _____ 1"-/..:.100'-'-'-'H 1 Casing Volume (OCV) = LWC X .652 = ___ ..c1;:;5:..:.7..:6c...-___ __.g.;;.•1;;.;lo;.;.n;;;• 5 Casing Volumee • ------------'-78_.;.;.7..:.9 _____ g~•-l_lo_n_a Method ot Well Oevalopmenl ---'A-"l..:.R:.;L:::lc:.FT_:_ ___________ _ Total Volume of Water Removed 110 gallons Specific Conductivity Turbidity/Color Sand Content Remarks Eh (µmhoa/cm) (%) 50.0 2-3 5 slightly turbid ·-• .. ...: .... 45.7 2-3 5 steady discharge 48.5 2-3 5 51.3 2-3 5 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/OBSERVATIONS: __ !!,n!!lt!!;IS!!!l!..!d~l,!!S!:_Ch~a!!!'!l:91!!ec!r:!!a~•e~of!..2~-::!3~gi!P!!m!!...!e~v.?e!!n~tu:!!a~l!..I s~l~o:!w!.!ln~gcd~o:!w!.!n,_t~o,_1!..llg.,P,_,m.,,_. _______________________ _ weldev0188 ------- - ------ - - - - - ---- - ------ -- - -- --Monitoring Well Development Log Pago_5_of~ Doto Started (yr/mo/day) 89/12/2 Dato Completed (yr/mo/day) 89112/2 Field Porsonnol __ ..JM!!!,_. !lH~Au:R!!D!!E=!R!l... ______________ _ SIio Name MACON/DOCKERY SEC Job# G-9168 Wall ID # MW-04 _X_ Upgradlent __ Downgradlent Woothor Conditions ___ o_V_E_R_C_A_S_T....:..; C_OO_L ___________ _ Air Temperature 45 'F Oatamme Discharge Rate Volume Purged Water Temperature pH 12/2/89 (gpm) (gellons) ('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 Consultants P.O. Box 24000 Greenvllle, SC 29616 Total Woll Depth (TWO)= ____ .,.6e1.],>,0!loOi...TcOC,o, _________ 1;_1;_100'--h Depth to Ground Water (DOW) = ___ 3_6;_.8_3_T;_OC _______ ~ _ _;;11.:.100:.:...c.;h Length of Water Column (LWC) =TWO· DOW• __ .,;2=.4.:.:•..:.17.:.,_ _____ 1:;,l.:,;100~h 1 Cosing Volume (OCV) = LWC x 652 = ___ ..,;1.:::5::.;. 7:.,:6:_ ___ _.gc:a:;;llo:.:n"'o 5 Cooing Volumoo = ___________ _.:c78:::·:.:.7.:::9 ___ ~.....J9o:a:::ll:::o=n• Method of Wall Development __ ..!A::;l:.:.R!.L!::.l~FT...!.. __________ _:'-- Total Volume of Water Removed 110 gallon ■ Eh Specific Conductivity Turbidity/Color (µmhos/cm) Sand Content Remark■ (%) 52.70 2-3 5 sllghtly turbid •-L_.,',~ 55.2 2-3 5 steady discharge 58.4 2-3 5 -- - -- - - -- - - -- -------- - - --- - Monitoring Well Development Log Page_6_ol~ Date Started (yr/mo/day) 89/12/1 Date Completed (yr/mo/day) 89/12/2 Field Peraonnel __ ..;M::::... H:..:.:;:A:.:.R:.:D:..:E:.:R.:..... ______________ _ Site Name MACON/DOCKERY SECJob• G-9168 Well ID. _ _::M::,:Wc:...,:•1.:0 __________________ _ _X_ Upgradlent __ Downgradlent Weather Condltlona ___ s_U_N_N_Y_;;:.,C_OO __ L ____________ _ Air Temperature 50 'F Datamme Dlacharga Rate Volume Purged Water Temperature pH 12/1/89 (gpm) (gallons) ('C) 1510 <1 5.0 18.2 6.52 1520 <1 7.0 19.1 6.62 1525 <1 8.0 19.1 6.54 1736 <1 12.0 15.3 6.45 1745 <1 14.0 16.2 6.60 1820 <1 18.0 15.9 6.62 1825 <1 19.0 17.5 6.45 ·-uu, <1 22.0 13.5 6.56 0725 0730 <1 24.0 14.3 6.60 0750 <1 27.0 13.6 6.63 Sirrine Envlronmental Consullants P.O. Box 24000 Greenvllle, SC 29616 Total Well Depth (TWO)= ____ _.5.,4.,,Zc.I.1.0C,.,,.,_ _________ 1_1_1oo_n Depth to Ground Water (DGW) = ___ 2_2._5_T_OC __________ 1_1_1oo_H Length ol Water COiumn (LWC) = TWO • DGW = __ ..;3::2:.:•..;,15=-____ ..,;1:.:,11:..:00=H 1 Casing Volume (OCV) = LWC • .652 : ___ ,:2.:0:..:.96:.:.., ____ .11S:::al:::lo:,:n:,:a 5 Caalng Volumes= --------------'1..:.04..;.•:.:8..;.l _____ g,.a:.:ll:.:o""n~• Method ol Well Development ---'A"'l:.:.R:..;L::;l:.:.FT_:_ ___________ _ Total Volume ot Water Removed 70.0 gallons Eh Specific conductivity Turbidity/Color Sand Content Remarks (µmhoa/cm) (%) 213.0 3 5-10 turbid 238.0 2-3 5-10 sllgnuy turo10 •urbld 246.0 2-3 5-8 220.0 2 2-3 slightly turbid . 221.0 2 2-3 219.0 2 2-3 233.0 2 ~-3 223.0 2 2 247.0 2 2 228.0 2 2 COMMENTS/OBSERVATIONS: _......:S:::l:::0:::w:.;d:::l:::s:::c:..:h:::a:.irgz.:e:.;a:::n:::d::...:.;re:::c:::0:::e:.:ryL.:.....:l.:.:n:..:ll:..:la:::ll:Ly-'t.:;u:..:rb:::l.:d-'c"le:::a:::ri:::n:::g11...:u:cp-'t::::0-'0:..:n:..:IYi...::S:..:llg=ht:..:IYi_:;tu:::rb=ld::·:..:..H:.:lg;z;hc....::c::::0.:.:n::::d::::u.:ct:..:lv:;ll:.:.YL..:.cre::a::d:.:l:..:ng;i.s:::·:....:B::::a.:.:ll:::ed.::..:w.:.:a::t::::e:...r __ had visible sheen In drum. weldev0188 - --- -- -- - - ------ -- - - .. --- - -- - --·---- - - - Monitoring Well Development Log Page_7_ol~ Date Started (yr/mo/day) 89/11/30 Dale Completed (yr/mo/day) 89/12/1 Field Parsonnel ___ M_. H~A_R_D_E""R _______________ _ SIie Name MACON/DOCKERY SEC Job# G-9168 Well ID# MW-11 X Upgradlenl Downgradlenl ---- Weather Condition■ SUNNY,CLEAR,COOL --------------------- Air Temperature 45-50 'F Datemmo Discharge Rate Volume Purged Water Temperature pH 11/30/89 (gpm) (gallon■) ('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 <1 17.0 17.0 5.55 1628 ~1 18 0 16.6 5.45 1635 c1 19.0 16.9 5.50 1646 cl 20.0 17.4 5.64 1730 c1 22.0 17.1 5.n 1740 cl 25.0 16.5 5.65 COMMENTS/OBSERVATIONS: weldev0188 ---- - - - -- Sirrine Environmental Consultants P.O. Box 24000 Greenville, SC 29616 Total Well Depth (TWD) = ____ ,.s.,o.,,o.,o .. J~OC~----------1/-100_11 Depth lo Ground Waler (DOW)= 28,65 TOC 1/100 f1 ----------------- Length ol Waler Column (LWC) = TWD. DOW• 21.35 1110011 ------------ 1 Cooing Volume (OCV) = LWC • ,652 = ____ 3_.4_8 ______ p_al_lo_n_• 5 Caalng Volumes= ____________ 1_7._4_0 _____ p_e_l_lo_na Method of Well Development ---'S'-W"-'-A .. B"-'·TH=E'-N"-'-A"'IR"-'L~IFT'-'-------- Total Volume ol Water Removed 50.0 gallon• Eh Specific Conductivity Turbldlly/Color Sand Content Remark■ (µmhoslcm) (%) ., 100.0 dartc brown >10 very turt>ld 41 46.0 darll brown >10 turbid J 86.8 da.., brown >10 n.1 3 >10 76.2 3 >10 74.9 3 5-10 81.6 3 5-10 66.1 3 5-10 64.9 3 5 ------ - - - - - --- - - ---- - - -- - - - --Monitoring Well Development Log Page_!_ol~ Date Started (yr/mo/day) 89111130 Date Completed (yr/mo/day) 89112/1 Field Peraonnel __ .!M!!•:..;H~A~R~D~E:!R!..... ______________ _ Sile Name MACON/DOCKERY SEC Job t_..JG:!•:J!9~1!!;68!L _________________ _ Well 1Dt _ __.::M::;W=·1:..:1 __________________ _ _ X_ Upgradlent __ oowngradlent Weather Conditions ___ s_u_N_N_Y_;,_c_L_EA_R....:.., c_o_o_L _________ _ Air Temperature 45-50 "F Datemma Discharge Rate Volume Purged Water Temperature pH 12/1189 (gpm) (gallons) ('C) 0730 <1 30.0 13.6 6.70 0746 <1 35.0 15.1 6.54 1110 <1 37.0 17.3 6.46 1117 <1 40.0 18.7 6.52 1123 <1 42.0 18.6 6.55 1340 <1 45.0 18.0 6.n 1345 <1 48.0 19.6 6.68 COMMENTS/OBSERVATIONS: Slightly turbid water alter 35.0 gallon discharge. weldeV0188 -- - - - - -- - Sirrine Envlronmental Consultants P.O. Box 24000 Greenvllle, SC 29616 Total Well Depth (TWO) = ____ .,.s,.o.,,O"'Q'-J'-'OC""''----------1_,_1oo_tt Depth to Ground Water (DOW): ___ 2_8_.6_5_T_OC __________ 11_1_00_tt Length ol Water Column (LWC) =TWO· DOW: __ ....:.21!;•:,:3.:,:5_~ ___ 1.:,l..:;100::::..:;H 1 Cosing Volume (OCV) = LWC X .652 = ___ .:;3.:..48.;.:;... ____ ...... p.:;.sl"'lo:.:n:.:s 5 Cosing Volumes= ___________ ....,:.1.:..7:.;.40;.;:... _____ p,.e:.:ll:.:o"'n;:;s Method ol Well Development __ .:;S:.:W=A,::B::i..,:.TH.:.,.:E:::N:....:::A:.:;IRc:....:L:.:;IFT:...;.. ______ _ Total Volume of Water Removed 50.0 gallon• Eh Specific Conductivity Turbidity/Color Sand Content Remarks (µmhos/cm) ('Yo) 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 - - - -- - - -- - - -- ----- - -------- - - Monitoring Well Development Log Pago_,9_ol~ Dalo Slartod (yr/mo/day) 89112/1 Dalo Complalod (yr/mo/day) 89112/1 Field Porsonnol __ .,:M,.:·:..;H;;:A=Rc:D;;:E:::R.:.... ______________ _ Sito Name MACON/DOCKERY SEC Job# G-9168 Woll ID# _ _:;M::.:Wc:.•..:1,:2 __________________ _ __ Upgradlent 2._Downgradlont Weather Condlllons ___ s_U_N_N_Y_,_c_L_EA __ R_, _c_OO_L _________ _ Air Temperature 45 'F Datemme Dlacharge Rate Volume Purged Water Temperalure pH 12/1/89 (gpm) (gallons) ('C) 1030 cl 5.0 15.0 6.20 1050 c1 10.0 16.6 5.95 1140 cl 15.0 17.3, 6.20 1150 c1 20.0 18.8 6.06 1155 ~· 25.0 18.9 6.12 1200 c1 28.0 19.2 6.13 1540 c1 32.0 17.7 6.59 1607 cl 35.0 17.8 6.60 Sirrine Environmental Consultants P.O. Box 24000 Greenvllle, SC 29618 Tolal Woll Depth (lWD): ____ _,,3'-'2..;,96!lil...Jic0Cl6<c,_ ________ .:.;1/_;_100:..;_H Depth to Ground Water (DOW) : ___ 23.:.;'_;_6_;_5_T_OC _________ _;;1/_;_100::..::...:.:H Length ol Water Column (LWC) = lWD ·DOW= ___ 9;::;·:.:3..:1 _____ ....:.;1/..:.100~H 1 Cosing Volume (OCV) : LWC X .652 = ___ ..:1,::,5:,:2:.,._ ____ .. s:::.al::.:IO,.:n::;s 5 Cosing Volumes = ___________ ....!,7,.,.5,.,9:_ ____ __,.gs,::l:,lo::.:n::• Method ol Woll Development __ ..:A.::lc:.;R:..;L::lc:.FT-"------------- Total Volume of Water Removed 36.0 gallon1"'"* Eh Spoclflc Conductivity Turbidity/Color Sand Content Remark■ (µmhoa/cm) (%) 37.5 3 >5 sllghtly turbid 41.8 2 >5 38.0 2 >5 39.8 2 ~5 40.6 2 >5 41.4 2 >5 40.2 2 >5 38.7 2 2-5 COMMENTS/OBSERVATIONS: Slow discharge with poor recovery. Initial 3-4 gallon discharge slowing down to c1 gpm. weldev0188 -- - --- -- - -- - -- - - - - - - --- -- - - - - -- ------Monitoring Well Development Log Page~ol~ Dale Slarted (yr/mo/day) 89/12/1 Dale Compleled (yr/mo/day) 89/1212 Fleld Personnel __ _,M!!:... H:..:::,A.:..R:::D:.:E::!R:.._ ______________ _ SIie Name MACON/DOCKERY SEC Job# G-9168 _....a::....:.=<-------------------- W e II ID# _ _:;M:.:.W:..;...;• 1:.:9e-. _________________ _ __ Upgradlenl _X_oowngradlent We■lher Condlllons ___ C_L_EA_R_;;_C_O_L_D ____________ _ Air Temperature 40 Datemme Discharge Rate Volume Purged Water Temperature pH 12/1/89 (gpm) (gallons) ('C) 1722 <1 6.0 15.7 6.64 1800 <1 10.0 15.0 6.71 12/2/89 0720 <1 11.0 -- 1118 <1 12 n 15.9 6.72 1315 <1 15.0 15.6 6.n Sirrine Environmental Consullants P.O. Box 24000 Greenvllle, SC 29616 Tola! Well Deplh (TWD) = ____ .:,4,.5.,,Q,.Q<cJ.1.:0C..,.'--________ 1_1_1oo_N Deplh lo Ground Waler (DOW) : ___ 3_3_. 7_4_T_oc __________ 11_1_oo_N Lenglh ol Waler Column (LWC) • TWD • DGW = __ ....:.11:..:•c::2;::6 _____ 1:.:1.:..100::::...:;N 1 Cosing Volume (OCV) • LWC X ,652 = ___ ..;1;.:c.8;;;3:;_ ____ _.g,_;;e.;;.llo"-'n-"'s 5 Cealng Volume■ 2 ___________ ....:;9:..;.1:.:8;_ ____ _.pa;e:.;ll::::o=ns Melhod ol Well Developmenl __ ..;S=.W=A:.:B::....:.TW=l.=C;::E11 :.:IN..:;D=U.=C;::E:.:D::..W=A::.;T:.:E::!R:..-__ _ AIR LIFT Total Volume of Water Removed 15.0 Eh Speclllc Conducllvlly Turbldlly/Color Sand Content Remarks (µmhoslcm) (%) 41/ danc. reoa111h ►10 very turbid 220 .... own 4/1 dark reddleh 232 brown ►10 1411 danc. raaaIsh --b•own ►•0 q11 d&rll reaa1sh 223 brow" ►10 41/ dark reddish ►10 126.7 ---···· COMMENTS/OBSERVATIONS: ~.!V.::e!Jry!..:!sl:::0'.!w:..d::.l:!s::c!!h.::a:Jrg,ce:..w!!!:lt!!h:..:l!!ltt!!l.::e.!to::...:.n::0:..:r:.:e:::c:::0.::ve::ry~--V:..:e:::ryI..:.t:::u!!rb::l:::d:..:W::;8::l:::8.:..r.:..W::.:ll::.:h:..;d::l:::S::;tl::;n:::ct.:..;::8m=e:.::ll..:0:.:l..:0::.:r.llg:::a:..:n::lc:..v:.:a:.ie:.:0::.:rs-=-· ---------- weldev0188 - - - - - --- - -- --- - --- - - -- --- --- - - - - -- - ---Monitoring Well Development Log Page_1_of _!_ Data Started (yr/mo/day) 90/8/13 Date Completed (yr/mo/day) 9018/13 Field P■IHftnel, __ .,:D:.:E::.TWla.=:.::L:.::E:.:.R:-_____________ _ Sita Name MACON/DOCKERY SEC Job• G-9168 Well ID •----=MW=:...·2A=-------------------- __ Upgradlenl _X_oown~radlent Weather Condltlona ___ c_L_EA_R _______________ _ Air Temperature 95 'F D■temme Discharge Rate Volume Purged Water Temperature pH 8/13190 (gpm) (gallons) ("C) 1747 20 22 19.0 7.38 1800 20 55 19.7 7.38 1830 20 85 21.5 6.98 1840 -20 115 19.3 6.83 1850 10 140 19.2 7.03 1905 10 160 19.2 7.02 Slntne Environmental Conaultanta P .0. Bo,: 24000 Greenvllle, SC 29918 1/100lt Tatel Well Depth (TWO) • 43.5 TOC -------==:...c.=c....---------- Dep lh lo Ground Waler (DOW)• 40.73 TOC 1/100 It ----------------- Length of Waler Column (LWC) • TWD • DOW= _________ ...,::11..:.100::::...:;lt 1 Cuing Volume (OCV) = LWC x ,163 = _________ ....118:•l::lon=■ 5 C.alng Volumes= ____________ ...:_ ______ 9,.a:,l,::lone!!a Method ol Well Development ___ A_IR_L_IFT _____________ _ Total Volume of Water Removed 160 gallons Eh Specific Conductivity Turbidity/Color Sand Content Remark• (µmhos/cm) (%) -71 Moderate <1 Purged Dry .. 71 Clear <1 Did not -72 High cl recover .. 67 Slight <1 .. 66 Clear <1 .. 67 Clear <1 . COMMENTS/OBSERVATIONS: __ ...:W=a:.,:tee,rc;C:cl::.8::.Br,.,ed=e::;t:.:5::5:...9:,:a::;l.:.:IO:.:.n.:.:S:..;l:.::e.:.t .:.:re::;C:.:h.:.:•:.:.'9=8.::B::;n:.::d:..:te:h:::e.:.:n..:.r::.es::;t:.::a.:.r1:.::ed:.:::..:•:.:l:..r ::::a:..:nd::::.,:W.:.:8:.:1:..1 W=B:::S..:C:.:.IO::;;U::;;d::.YL.::::•9::1•::;l::;n::. . .:A::.:lc.1:..;1c;:0:..9:2:•:::l.:.:IO:.:.n.:.:S:..W=e:.:.ll.:c.:.:le:.:.e:.:.r.::;ed.::;.:a:.,gi::•e:ln.:.:._ weldev0188 - ---- - -- - - -------- - - -- --- ----- - - -- - - --Monitoring Well Development Log · Page~ 01_1_ D■le St■rted (yr/mO/d■y) 90/8/13 Delo completed (yr/mo/day) __ 90_1_81_1_3_ Reid Perwonnel DETWILER Site Name MACON/DOCKERY SECJob• G-9168 Woll ID• MW--07 __ Upgradlent ~Downgradlent Weather Condltlon■ ___ c_L_EA_R _______________ _ Air Temperature 95 "F Oatemme Discharge ~••• Volume Purged Water Temperature pH 8/13/90 (gpm) (gallons) ('C) 1550 <1 1/4 25.2 8.04 COMMENTS/OBSERVATIONS: weldev0188 - --- - - - - - Sirrine Environmental Conaultanta P.O. Box 24000 Greenvllle, SC 29818 Tolel W■II Depth (TWD) • 43.5 TOC -------'=:....:.='------------11100ft De p lh to Ground Weter (DOW) = __ ..;40::;•:.:.73.=...;T:..:OC= ________ ....:;1/.,;100:.:....;;fl L■nglh ol Weier Column (LWC) ■ TWD • DOW• ____ 2._n _____ 1::,i.:.;100~fl 1 C■■lng Volume (OCV) = LWC x .163 • ____ o_._45 ____ _.q,::el::;lon=• 5 C■■lng Volumes= _____________ 1_.3_5 _____ Q,.■::Uon=■ Melhod ol Well Developmenl __ ::;A::;IR:.:..:L::;IFT:...,:_ ____________ _ Total Volume of Water Removed .25 gallon• Eh Specific Conductivity Turbidity/Color Sand Content Remark• (µmhos/cm) (%) -78 High 1 Purged Dry Did not recover - - ----- -- - - -- ------ --1)1111 ------Monitoring Well Development Log Page_1_01_1_ Date Start ad (yr/mo/day) 90/8114 Dalo Complolad (yr/mo/day) 90/8114 Flekl Porwonnol __ ..:D:.:E:.;TWl:..:..:.;::L::E::.;R,.._ ____________ --'--_ SlteNamo MACON/DOCKERY · SEC Job # G-9168 W,ill ID t_....:;M::;W:.:...:-08::... __________________ _ __ Upgradlont ~Oowngradlont Weather Condltlona ___ c_L_EA_R _______________ _ Air Temperature 'F Datemme Olecharge Rate Volume Purged Water Temperature pH 8114/90 (gpm) (gallons) ('C) 1020 cl 3 19.8 8.65 COMMENTS/OBSERVATIONS: weldeV0188 - -- - - - -- - Slrrln. Envlronmental Conaullanta P.O. Box 24000 Oreenvllle, SC 29618 Tolal Woll Depth (TWO)• __________ _:48:.:.•:.:.7 _____ 1_1_1oo_H Depth 10 Ground Water (DOW)= ________ ..;4c.c1.::.2:.._ _____ 11_1oo_n length of Water Column (LWC) =TWO· DOW = ___ ..,7c,_.5,._ _____ 1:.;.l.:;100::.:..::H 1 Cosing Volume (OCV) = LWC x 163 = ____ 1!.:-~2~2 ____ _,,ge:•:::llo::n::• 5 Caalng Volumea • ____________ ..;6:::-.:.1 ____ _.Sa:•;.;;11;.:;o=na Molhod of Woll Davelopmonl ________ Ac.;cclR.c.=U;..cFT...;_ ______ _ Total Volume of Water Removed gallons Eh Specific Conductivity Turbidity/Color Sand Content Remarks (µmhoa/cm) (%) .. 70 High/Brown 5 --- --- - - - - - - -- - --· -- ------·--Monitoring Well Development Log Page~ of 1 Date Stuled (yr/ma/day) 90/8114 Date Completed (yr/mo/day) _...:90=/81:c..:..14.;.._ Field Pe,.onnol DETWILER Site Name MACON/DOCKERY SEC Job I G-9168 WeU ID t_.....::MW=..:-8:::A,_ _________________ _ __ Upgradlent ~Downgradlent Weather Condltlone ___ c_L_EA_R _______________ _ Air Temperature 90 "F Datemme Discharge Rale Volume Purgad Water Temperature pH 8/14/90 (gpm) (gallon•) ("C) 0855 2 6 20.7 7.89 0925 <1 27 21.9 8.38 1015 <1 45 22.0 8.85 1315 <1 160 22.0 7.83 COMMENTS/OBSERVATIONS: Total ol 164 gallons removed. weldev0188 - -- - - - --- Sirrine Environmental Conaultanta P.O. Box 24000 Greenville, SC 29819 Total Well Depth (TWD) • ____ _,_79=.8~9:..,T:..:OC='--------'-1/...:100'--H Depth to Ground Wotor (DOW) • __ 4...:5::·:=3:=6...:T...:OC=----------"1/...:100:.c..c.H Length of Weter Column (LWC) • TWD • DOW= -----=3...:4;.:.5;.:3;_ ___ -"1/..;.100;;.;..;.H 1 Caelng Volume (OCV) = LWC • .163 = ____ .;;.5.;c.6...:2;_ ___ .,.Q::;•l::;lon=• 5 Caolng Volumeo = ______ _,2,::8::..1:..:4:..._ _________ q,.•::l;.:lo=n• Method of Well Development __ :;A::;IR;.;_:L::;IFT:..,:..: ____________ _ Total Volume of Water Removed 164 gallons Eh Specific Conductivity Turbidity/Color Sand Content Remark• (µmhos/cm) (%) 178 High/Brown <1 Purged Dry 159 Moderate <1 Did not 144 Slight <1 recover 142 Slight <1 -- --- - - - - - - -- --- - --------- - - - Monitoring Well Development Log Pogo_1_of_1_ D■ta Started (yr/mo/day) 9018/16 Doto Completed (yr/mo/day) . 9018/16 Sito Name MACON/DOCKERY SEC Job• G-9168 won 10 •--'MW=..:-9;..._ __________________ _ __ Upgrodlenl _X_powngrodlonl W■-Condltk>M ___ HA_zv _______________ _ Air Tompor■ture 'F D111■/Tlmo Dlaclwgo Rola Volume Purged Waler TernperatuN (gprn) (gallona) ('C) 1030 pH Sirrine Environmental Consullanla P.O. Box 24000 Greenville, SC 29618 Tolal Well Depth (TWO)• _____ 5_3_.0_T_OC _____ ...:..,_ ____ 1_11_00_11 Doplh lo Ground Wolor (DGW) = __ 46=.65:..:..T.:..OC::,.:. ________ .;..1/.;..100;;.;...;.lt Longlh of Water Column (LWq • TWD • DOW• ___ ....:..6•;_;5 ____ _;1::,.11:,:00:::..:;lt 1 Cooing Volume (OCV) • LWC x .163 • ____ 1:..c.0;;;;5:..._ ___ ..,ga;;;;la;lon=• 5 C■ilng Volumoo • ________ s._3 _________ ..1Rc•:::.llon=• Method of Woll 0ow1opmon1 ____ ...csw=a:.:b:.:bed=;.;a:.:n:.:d;.;a:.:l.:..r ;.:.1111;.:.ed:..:.. ___ _ Tolal Volume of Water Removed gallon• Eh Spoclftc Conductivity Turbidity/Color sand Content Remark■ (l'fflholl/cm) (%) COMMENTS/OBSERVATIONS: _ _::S:.:w:.:a:!bed::::::..:W:,:e:.:ll:.JPi::•.::lo:,:r..:l:::o.::a.::l•..:l:.::lfl:.::ln:.:iga.:._V!.e:::ry=lo:::W:.:...iY~la:.:ld::.l:.::n:.;ig..:W:.:e:.:11::.· _________________________ _ weldev0188 -- - - - ---·-- - --- --- - - - --- - - - -----·---- - - Monitoring WeU Development Log Pago 1 of 1 Doto Sl8rl9d (yr/mo/day) 90/8/14 Dote Completed (yr/mo/d■y) 90/8115 Reid Po,.onnel __ _:D::E:.:TWl.:.:.:.::L.::E:.:R ______________ _ Sito Name MACON/DOCKERY SEC Job • G-9168 Well ID. _ _:P.:·.!.11:.:A::.._ __________________ _ __ Upgredlent __!_powngredlent Weather Condhlon1 ___ c_L_O_U_D_Y _______________ _ Air Temperature 95 Oatemme Dlochargo Raio Volume Purged Water Temperature pH 8114/90 (gpm) (gallons) ('C) 1735 1 5 20.7 7.24 1 110 20.6 7.68 , Slnine Envlronmental Con■uhanta P .0. Box 24000 Qreenvllle, SC 29818 Totol Woll Depth (TWD) = ----~83~.93~T!:OC~ _________ 1.:./.:.100_11 Depth to Ground Wator (DOW) • __ 3=.5:.:·:::6.:T:.:OC= _________ 1.:./.:.100:.:..:.II Length of W■tor Column (LWC) • TWD -DGW • ___ ....:48=.3:.:3;_ ___ .:.;,,..:.100=.:.11 1 C8olng Volume (OCV} = LWC • 163 • ____ .:.7.:..8:.;7 ____ _.p:::c•l::;lon=• 5 caelng Volume■• ______ ....:3:.:9::;.3:::8:.._ _________ p,.•::l::lo=n• Method of won Development __ .:_A::;IR:.:..:L:.:IFT:..:.. _____ _.:.. ______ _ Total Volume of Water Removed gallons Eh Specific Conductivity Turbidity/Color Sand Content Remarks (µmhoa/cm) (%) 271 High 2 Purged Dry 59 High 2 Did not recover COMMENTS/OBSERVATIONS: -----------~-.,--------------------'------------------ weldev0188 - - - - - -- - -- - - -- - - - - - - -- --- - - - - ------ - --Monitoring Well Development Log . Page_1_of_1_ Date Started (yr/mo.'day) 90/8/8 Date Completed (yr/mo/day) 90/8/9 Field Perwonnel __ .,:D:.:E"'TW'-'-'-1:.:L:.:E;;.;R:..... _____________ _ Sito -MACON/DOCKERY SEC Job I G-9168 won 1Dt_....;MW=_·1.;..3e-_________________ _ -Upgradlent __!_0owngrodlent WHther Condltlona ___ o_v_E_R_c_A_s_T ____________ _ AlrTemporahn 90 Data/Time Dlacharvo Rat■ Volume Purged Water Temperatul'9 pH 8/8/9D (gpm) (gallon•) ("C) 1140 <1 1 23.5 8.25 1150 <1 2 21.4 7.46 1240 <1 11 22.D 7.53 8/9/90 1130 <1 18 20.6 7.74 1355 <1 30 22.5 8.23 1445 <1 50 21.2 8.22 1515 <1 55 21.3 8.28 Sirrine Environmental Consultants P .0. Boa: 24000 GrNnvllle, SC 29616 Total Woll Depth (TWD) = ____ ..:6::2:::.83::::,_T.:.;OC= ________ 1_,1_oo_n Depth to dround Wot"' (DOW) = __ 4.;_9:.:.·.:.16:...:.Tc:OC.:.... ________ 11_1_00_H Length of WetOf Column (LWC) = TWD • DGW = ____ 1:.,:3::;.6::;7:,._ __ ....;1::..11::00=-:;H ·1 C.olng Volume (OCV) = LWC 1 ,]63 = _____ 2._2_3 ___ _.ga;;;;l.;.;:lon=a 5 C.olng Volumeo = _______ 1:.,:1c.:..1:...4:..... ________ _.g,;:■"'no=.:n.:::• Method of Woll Development __ .;_A:.:.IR.:.c:Ll:.:.FT.:.... ___________ _ Total Volume ol Water Removed ganona Eh Specific ConducUvlty Turbidity/Color Sand Content Remark■ (µmhoo/cm) (%) -215 4 <1 .. 142 4 c1 . .. 150 4 <1 -125 4 <1 -109 2 <1 .. 109 4 <1 .. 103 4 <1 COMMENTS/OBSERVATIONS: ----------------'-------------------------------- weldev0188 -- - - - - -- - - - - -- - - - - - - ------ - - - -- ---- - - Monitoring Well Development Log 1'11ge_1_01_1_ Sirrine Envlronmental Con•ultanta P.O. Box 24000 GrHnvllle, SC 29618 D■te Sterted (yr/mold■y) 90/8116 D■1e Completed (yr/mold■y) 90/8116 Field Penionnel __ _,D:;:E:;TWl:.:.,;:.:L::E::.;R,...._ _____________ _ SHe Name MACON/DOCKERY SECJob•_..:G~-~91...,,68,,_ _________________ _ Well ID• _......aMW=--1'--4"-R'-------------------- --Upgnidlont ~D-ngradlant Weather Condlttona ___ c_L_EA_R _________________ _ Air Temperature 95 Of Datemme Dlachargo Raia Volume Purged Water Temperature pH 8116/90 (gpm} (gallona) ('C) 1020 <1 25 23.7 5.93 Tote I Woll Depth (TWD) = ____ ...:50=. 1.,_,5,._T,c0C='---------1-/_100_H Depth to Oround Water (DGW) = __ .:;3.:;9';.:7.:;5_T;_OC:....;c ________ .....;.1/.:;1.:;00c...;.H Length ol Water Column (LWC) = TWD • DOW• ___ __:1.::0.::,4:..._ ____ 1.::l..:;100::::..:;H 1 C■alng Voluma (OCV) = LWC x 163 • _____ 1_.6_9 ____ _.g"'a'-'llon=• 5 Cosing Volumes= ______ __:8::,.4.:;5:._ __________ q,.•:.:llon=• Method ol Wall Davelopment __ .:;B;_&.;;...;K.:..;;H;:,A;.:N.:;D:..:.P..:Uc:.M;.:P:.....:&:.A:..;;.:IR.:;.:;L;.:IFT_;_ ___ _ Total Voluine of Water Removed gallons Eh Specific Conductivity Turbidity/Color Sand Content Remark■ (µmhos/cm) (%) -40 High 2 COMMENTS/OBSERVATIONS: ______ .....;. __________________________________________ _ weldev01BB· -- - ---- -- - -- ----- -- - - ---- - -- - - - ---- - --Monitoring Well Development Log Pago_1_._of~ Dote Storied (yr/ma/day) 90/8/10 Dato Completed (yr/mo/day) 90/8/10 Reid Poroonnel __ ..:D:.:E'-'TW=l:.:L:.:E:;.;R:._ _____________ _ Sito Name MACON/DOCKERY SEC Job I G-9168 Well lDl _......:M.c.W.:..:....·1.:.5~------------------ --Upgradlent __!_oowngradlent Woather CondlllonI __ -'-O_V_E_R_C_A_S_T _____________ _ Air Temporoture 85 •f Datemme Discharge Rate Volumo Purged Water Temperature pH 8/9/90 (gpm) (gallons) ('C) 0910 c1 1 22.4 7.91 0935 c1 3 . 24.0 7.95 1045 c1 5 25.0 8.33 1105 c1 8 24.7 8.21 Slnlne Envtronmental Conauttanta P .0. Box 24000 Greenvllle, SC 29818 Total Woll Depth (TWD) = ____ _::5::,5::,.4:::,3c.T:.:OC= _________ 1,_1oo_n Doplh to Ground Wetor (DOW) • __ ...;4..:.1.:.:54_;._T;.;OC:..:. ________ ....;.1/_;1..:.00;..;..ft Longlh of Wator Column (LWC) =TWO· DOW • ___ __:1.::3.:.:.8::9:.._ ___ .::11.:;100:::..::ft 1 Cosing Volume (OCV) = LWC x .163 • _____ 2;_.2_6 ____ _.gi::a.:;;llon=• 5 Cooing Volumes= ______ ....;1c.:1.::.3:.:2:.._ _________ g,.a:.:ll:::o=n• Method of Well Development __ .:_A;:.:IR:.:....::L;:.:IFT;.;;.; ____________ _ Total Volume of Water Removed gallons Eh Specific Conductivity Turbidity/Color Sand Content Remarks (µmhos/cm) (%) -182 High c1 -122 Clear c1 -97.3 Clear c1 -85.2 Clear c1 COMMENTS/OBSERVATIONS: __ .;_ ______________________________________________ _ weldev0188 - ---- - -- - - - - ---- - - - - --- --- - - - - - -- - ---Monitoring Well Development Log Paoe_1_or_1_ Dm Started (yr/mo/day) 90/10/16 Data Completed (yr/mo/day) 90/10/16 Reid P■19onnel HICKS ZWEIG Sita Name MACON/DOCKERY &EC Job I G-9168 wen ID "---'MW=;..·.:..15;;.;A.;._ _________________ _ --Upgredlenl __!_Downgredlent WeallMr CondlUona CLEAR, LIGHT WINDS Atl Temperature 'F Detemme Dlach■rg■ Rote Volume Purged Water Temperature pH 12/16190 (gpm) (gallons) ('C) 1530 --- 1545 25 20 7.22 1621 65 20 7.22 1650 75 19 7.37 1710 85 19 7.22 1722 100 19 6.85 1730 105 19 6.83 1736 107.5 19 6.76 1739 110.0 19 6.76 Sirrine Envlronmental Conaultanta P.O. Box 24000 O'""vllle, SC 29618 Total Wen Depth (TWD) • ____ _:8::,5::.;,4:..:7;..T.:.cOC='----------1/_too_n Depth lo Ground w., •• (DOW) = __ .;.39.:..·:..:3..:6_T;,cOC:...;:_ ______ ...;_ __ 1,_100_n Length of Water Column (LWC) = TWD • DOW• ___ _::46::c·:..:1..:1 ____ 1::,11:..:00=" 1 Cooing Volume (OCV) • LWC x 163 2 _____ 7_.5_2 ____ ..,g"'al""lo::.:n;a;a 3 Cooing Volume■• ______ _:2:.:2::..5::;5:,_ _________ Q .. •::.:l:.:lo"'n~a Method of Well Devolopment __ ..:B.;.K.:..Hcc.:..A::.N:..:D;...:..P..:U.:..M.;.;P _________ _ Total Volume, ol Water Removed 110 gallon■ Eh Specific Conducllvlly Turbldlly/Color Sand Content Remarks (µmhoo/cm) (%) --.. 149 tur01G1yiflow brown -119 1urorw yillow brown . 125 turo1wyellow brown . 109 luro1a,yiillow brown -94 turo1wyellow brown 96 1ur ... ,...,yiiJTow -brown . 99 turo1wyallow brown . 106 1urunuye11ow ~--·-- COIIMENTS/OBSERVATIONS: ------------~-------------------------------~-- weldev0188 - -- - - - -- - - - --- --·-- - - --- -- - - - ----- - -- - - Monitoring Well Development Log Page_1_01_1_ Dale Slertod (yr/mo/daJ) 90/8/9 Dale Complelod (yr/mo/daJ) 90/8/9 Field Parwonnol, __ ..:Do;E::.;TWl;..:.;.;:.:L:.:E"-'R'--------------- Slle Neme _.::;M::;;A,:,C:.::ONIDOC==::;K"'E,..R..,_Y,__ ____________ _ SEC Jobl _ _,G-=91,_,68=------------------ WeD IDl_....cMW;.;.;.;...;"1.;.6 _________________ _ --Upgredlenl 2.J>owngrodlenl W•-Condlllona ___ o_V_E_R_C_A_S_T ____________ _ 'F D ... /Tlrno Dlaclwge Rale Volume Purged Water Temperature pH 8/9/90 (gpm) (gallon•) ('C) 1730 ;,,1 2 23.4 8.12 1740 c1 4 23.3 8.12 1915 c1 18 21.5 8.58 Sirrine Envtronmental Consultant• P.O. Box 24000 GreenvlUe, SC 29616 Tolel Woll Deplh (TWD) = ____ _;40=.4:..e.TOC='---------1_1_100_ft Doplh lo Ground Waler (DOW)= _ __:3:..:2::..n:..:...T.:..OC::..:. ________ .;.1/...;.100.;.._ft Lenglh ol Walor Column (LWC) = TWD • DOW= ____ 7:..:•:::63::.._ ____ 1::.11.:.:00:::..:;ft 1 Cuing Volume (OCV) = LWC I .163 = _____ 1.;;.2_4 ___ .....,Q.:;•l;;.;lon=• 5 Caalng Volumoa s 6.21 gallon• llolhod ol Well Dovelopmenl _ __:A:..:l:..:R.:..U=FT..:.... __________ _ Total Volume of Water Removed gallon• Eh Speclllc Conducllvlly Turbldlly/Color Sand Content Remark■ (µmhoa/cm) (%) -220 4 5 -206 3 c1 -165.2 4 c1 COMMENTS/OBSERVATIONS: -------------,--------------_;_ __ _.;. ________________ _ weldev0188 - - - --- --· -- ---- - - -- - - ;~ -- -- - - - - -- - - - ----Monitoring Well Development Log Page 1 of 1 Dote Started (yr/mo/day) 90/10/16 Date Completed (yr/mo/day) 90/10/16 Field Peraonnel __ .:.H:::IC:::K.::S::i.::.l.W=E:!IG:::_ ____________ _ Site Name MACON/DOCKERY SEC Job• G-9168 WeDID. __ MW;.;__·_18 __________________ _ __ llpgnldlent ...!,_Downgradlent WHther Condltlona ___ c_LEA __ R;..' u_G_HT_WI_N_o_s _________ _ Afr Temperature 69 Of Datamme Discharge Rate Volume Purged Water Temperature pH 10/16190 (gpm) (gallons) ('C) 0909 7.0 17 7.5 0944 14.0 17 6.49 1030 25.0 19 5.92 1112 38.0 19 5.67 1138 40.0 19 5.67 COMMENTSIOBSERVATIONS: weldev0188 - --- --- - - Sirrine Envlronmental Conaultante P.O. Box 24000 Qreenvllle, SC 29118 Total Well Depth (TWD) • ____ _,5:..:1c::.65:::...T.:.;OC=--------1_1_100_1t Depth to Ground Water (DOW)• _.....;34:;.;:.66:;:..:.T.=OC.::... _______ .....:1;.;11.:.00:..;;lt Length of Water Column (LWC) • TWD • DOW• ____ 1:;:6:s.99::.::. ___ ...;1::..il;.::OO~lt 1 C.alng Volume (OCV). LWC. .163 • ____ 2=:·.:.n.:..... ___ .. a::a1:::'°="" 3 C.alng Volumee = ______ _;B::,-:::3.:.1 _________ _.Qo:•:oll:::on::::a Method ol Well Development __ TE.:.=.:..FL=.0:::..:N.;B:::A:::l.=L.=E:..:R ________ _ Total Volume ol Water Removed 40.0 gallon• Eh Specific Conductivity Turbidity/Color Sand Content Remark• (µmhoalcm) (%) 074 light brown 15% 050 light brown 15% 039 light brown 15% 035 light brown 15% 037 light brown 15% --- -- --- - - - ---- - - - - --- -- --- - Monitoring Well Development Log Page2_of 1 Dete Slerted (yr/mo/day) 90/10/16 Data Completed (yr/mo/dey) 90/10/16 Field Pel'80l1nal __ ;.;Ha.:1Ca.:K~S=.ZWE:.:.:.:::clG=-------------- 61te Name MACON/DOCKERY SECJobl_...;G:·-"9'-'1,.68,._ _________________ _ _ WeDIDI __ MW;;.;.;.;..020;;;.;.. __________________ _ __ Upgradlent ___!_Dowugredlent We-Condltlona ___ c_L_EA __ R;_, LI_G_H_T_WI_N_o_s _________ _ Air Temperature 68 'F D■temme Dlacharga Rate . Volume Purged Water Temperature pH 10/16/90 (gpm) (gallon■) ('C) 0855 6.0 19 9.84 0935 15.0 · 18.5 8.13 1010 22.0 19 6.70 1027 25.0 19 7.29 1045 27.5 19 6.88 1057 30.0 18.5 7.18 1109 32.5 19 7.25 COMMENlS/OBSERVATIONS: waldaV0188 -- - - - ---- - Sirrine Environmental Conaultanta P.O. Box 24000 Oreenvllle, SC 29818 Total Wall Depth (TWD) • ____ _:5.,_7.:.,99:.::;..T:..:OC= _________ 1_1_100_1t Depth to Qround Weta, (DOW) • __ .::3.::2-::2::4..;T:.;OC::.::. ________ ....:;1/.:..100::..:....;;lt Length ol Wetor Column (LWC) = TWD -OOW • ___ _:2::.5:..:.7..:5:..... ___ 1,:.l-"100::::...;;lt 1 Cealng Volume (OCV) • LWC x .163 = ____ _;4:.:;.2:.;0;_ ___ _.gi::•::;llo:,n=• 3 Cuing Volumu • 12.59 gallon■ Method ol Wan Development __ .;;B.;.A.;_l.;;.L_IN.;_G:;_ ___________ _ Tolal Volume of W■ter Removed 32.5 gallon■ Eh Specific Conductivity Turbidity/Color Sand Content Remarks (µmhoa/cm) (%) 419 turu1w yellow c1% nrav 178 tun:na,yellow orav c1% 98 turD10Jyellow c1% nrav 128 turu1wye11ow c1% nrav 112 allghtly turbid c1% 110 allghtly turbid c1% 143 allghtly turbid c1% - - - --- - -- - - I I I I I I I I I I I I I I I I I APPENDIX H I I FIELD DATA INFORMATION LOGS FOR GROUND WATER SAMPLING I 1· I .-I ; I I I I I I I I •• I I I •• I --- -- - - -- ----- -- -- Field Data Information Log for Ground Water Sampling Paga __ of _a __ Date (yr/mo/day) 89/12/19 Field Personnel M, SIJ~EHANIT, SCOTTIM. HARDER Site Name MAS.CtAlDQC.t!; EBl SEC Jobi n.•·•• Woll ID I MW-01 !91611-MW-01-1·1! _x_upgradlant __ Oowngradlenl Weather Condlllona CALM, PARTLY OVERCAST Air Temper~ture -2.2 •c Total Wall Depth (TWO)= 54.70 11100 ft Depth to Ground Water (OGW) = 22.25 ]1100 ft Length of Waler COiumn (LWC) = TWD • DGW = 32.45 1/100 ft 1 Casing Volume (CCV) = LWC x 0.65 = 21.18 gal Sirrine Environmental Consullanls P.O. Box 24000 Groenvllle SC 29616 . Casing Olameler 4.0 Inches Casing Malerlal TYPE 304 STAINLESS STEEL Measuring Point Elevation 263.46 1/100lt Haight of Riser (above land aurtace) 3.07 1/10011 Land Surface Elevation 260.39 ]/] !!!I !! Screened Interval 35.0-55.0 Ji]!!!! It Dedicated Pump or Baller YES __ NO ..JLJype Steel Guard Pipe Around Casing YES X NO ---- Locking. Cap YES X NO -- Protecllve Poat/Abulmant YES X NO ---- Well Integrity Satisfactory YES .L._NO -- Well Yield LOW __ MODERATE ...!.JilGH __ 3 Casing Volumaa = 63.5 &•I = Standard Evacuation Volume Remarks Method of Wall Evacuation TEFLON BAILER Method of Sample COllectlon TEFLON BAILER Total Volume of Water Removed 64 aal FIELD ANALYSES VOLUME PURGED (gallon•) 20 40 64 TIME (mllltery) 10:35 11 :40 12:30 pH (S.U.) 5.45 5.25 5.29 Eh Sp. COnd. ( µmhoa/cm) 39 39 39 ~ Water Temp. ( 'C) ••.o 15.5 14.5 T\JRBIDfTY (aubjec:Uve) • alight alight alight • (1) Clear (2) Slight (3) Moderate (4) High 1, COMMENTSIOBSERVA TIONS: lldlnfo 10/87 -- - - - --- -- - -- - --- - - - ------ - ---- -- Field Data Information Log for Ground Water Sampling - -- -- Sirrine Environmental Consullants P.O. Box 24000 Pago _2_01 _e __ Greenvllle, SC 29616 Data (yr/mo/day) ____ _,B:.:9:..:l1:.:2i,:20e.::._ _______________ _ Casing Diameter 4.0 Inches --------------------..::.:.=c::.. Flold Poroonnol ____ _,,,M,_. ,.s1JH,.E,aE.,H.,ANITD.Ju•.>SC:><>O<JI!Uo!.IIM,,.wHc.A:,Ae.D!!.S.ER,,_ _____ _ Casing Malarial ________ TY-'-P-"E-'3..:04..:.;S.aT:..:A;.;;IN.aL:..:E:..:SSaa:..:Sa.T:..:E:;;E:;;L;_ _____ _ Sil• Name ______ .JM11A"c"""o.,Nw1Q.,OCK...,.,..;f118J.Y-------------Measuring Point Elovatlon __________ 23_1._39 ______ .....:1:..:11:.:00.:;.;;..h SEC Job •'-------'"""WIJL. ______________ _ Height of Riser (above land aurface) ______ .....:2;;;.9.:3 _______ 1,:l.:;100::.::c.h,,_ Woll ID •-------=M:.:W::.;-0:::2=(9:.:1:::68-=M.:;W:;;-0:::2::c·::.;1·..:.1),_.'-----------Land Surface Elevallon ___________ 2_2_8_.4_& _______ 1,</..cJOO.,,_tt,,_ __ Upgradlont_x_D-ngradlont Screened Interval 38.5--58.5 1/JOO tt Weather Condltlona CLEAR, CALM Oedlcaled Pump or Baller YES __ NO 2_,Jype ____ _ Air Temperature ____________________ ._.2..,.2,__•.,._c Steel Guard Pipe Around Casing YES X NO Total Woll Doplh (TWO)• __________ .;58=.5'-------'1:..:/1:.:00-'--'h'-Locking Cap YES X NO Daplh .!~ Ground Waler (DOW) • _______ ..:33=.8::3:.._ _____ _.1,_,lle,OO,,..,_tt,_ Protecllve PoaVAbulmenl YES X NO Langlh ol Waler Column (LWC) •TWO· DOW• 24.67 1/100 h Well Integrity Sallalactory YES ..!.,_NO 1 Cooing Volume (OCV) • LWC x 0.65 16.04 gal Wall Yield LOW __ MODERATE LJIIGH __ 3 C.alng Volume• :: ____ 4:.:B::..1:..:1;_ ___ __,9,::•::.l .:;•..:S;.;;t•:..:n:.:d:.:•::.;rd=-=E-'-va:;;c:..:u:.:•c:ll.:;o:.:.n.;V..:o:.:lu:..:m::.•:.. Remarks __________________________ _ Molhod ot Woll Evacuallon ___ __:T..:E;:.F.:L.:ON::.;:..:B::;A::;l:.::L.:;E.:.;A _________ _ Molhod ol Sample ColtacUon ___ T:..:E:..:F.:L:..:ON=.:;B.;.A;;;IL;.;E;.;R;_ ________ _ ToUI Volume ol W■'ter Removed 50 al FIELD ANAL VSES VOLUME PURGED (gollona) TIME (mllltary) pH(S.U.) Eh Sp. Cond. ( µmhoa/cm) Wator Temp. ( 'C) TURBIDITY (aublacUvo) ' 15 16:00 5.8 . 15.0 allght '(1) Clear (2) Sllghl (3) Modorall (4) High 30 45 16:35 17:20 5.5 5.5 . 14.• u5 ollghl . alight COMMENTS/OBSERVATIONS: pH meaauremenla made with Indicator paper, ap. cond. not recorded due lo broken mater. tldlnto 10/87 -- - -- - -- -- - - -- - - -- - - ------- ----- ---- -- Field Data Information Log for Ground Water Sampling Page _3_ol _8 _· _ Dalo (yr/mo/day) ____ ..:8.:.9/..:1.:;2/;.:20;.;;... _______________ _ Fleld Poroonnol, ----~M~, .,,s,.H.,E.,E,.H .. A,.N(T ...... ,_,s.,c.,o._n..,__,M=-, H=A,.R.,,D.,,E,.R~------ Slte Name ______ .Jy..,.A.,c.,o,.N.,,p"'oc"°"'"'K"f"B.1X ____________ _ SEC Job ••------>l::""'11-.--------------- Woll ID •--------"ll'-'W"--03=..al9;.:1.;;.6fl..:..;;;ll.:.W'--0-'-3-~1-..:1,_) _________ _ __ Upgradlenl_x_Downgradlenl Weather Condition■ CLEAR, CALM Air Temperature ____________________ ;;.:·2.,.2....__•=c Tolol Woll Depth (TWO)= __________ ..:50=.0'-_____ .:.1/..:t.:;00=-.:.:.11 Depth 10 Ground Water (DGW) = ________ 23=·.:.15'------~t'-'/1"0"'0_,,_11 L..ngth ol Water Column (LWC): TWO• DGW = ---'26=,8.,5,__ _____ ~t'-'11"00"'-'-'-11 1 Caalng Volume (OCV) : LWC • 0.65 = ___ .;.17:.:·.:.45'---------'g=al 3 Cealng VolumH = ___ ..:5::2::.;.4:_ ____ _.gi::•::.I ::=..:S:.:t•::n.::d::a::.;rd=-=E.:.•a::cc.:u::•:.:11::on:.:..cV.::;o.::lu:.:m:.:•:.. Method of Woll EvacuaUon -----'T;.:Ea.F..:L;.:ON""-B"-A"""IL;.:Ea.R'----------- llathod of Sample CollocUon TEFLON BAILER ------------------Tot a I Volume ot Water Removed 60 al Sirrine Envlronmental Consullants P.O. Box 24000 Greenville, SC 29616 Casing Diameter 4.0 Inches --------------------...:::=:.=. Casing Malerlal _______ ...:,TY.:.:,.P:;;E..:3:::04::.,:S:,:T,::A:::IN:::L::E::SS:::.;S,:.T~E::E:;:L:_ _____ _ Measuring Point Elevallon __________ 2_2_0_.6_7 ______ .,:1:.;/1;.:00=-.:.:.11 Height of Riser (above land eurlace) _______ .:;2·c;8.:.0 ______ .:;11..:1.::;00:..:.:.11 ,Land Surface Elevatlon ------------=2c.1.:.;7·;;;8,;,.7 ______ _.1/u],:00...,,._11 Screened lnlerval 30.~50.0 1/]00 f1 Oedlcaled Pump or Baller YES __ NO _!_Jype ____ _ Sleel Guard Pipe Around Casing YES X NO Locking Cap YES X NO Prolecllve PosVAbulmenl YES _X_NO Well Integrity Sallataclory YES ...!,__NO Well Yield LOW __ MODERATE _!_HIGH Remarks __________________________ _ AELD ANALYSES VOLUME PURGED (gallons) TIIIE (mlllgry) pH(S.U.) Eh Sp. Cond. ( µmhoa/cm) Water Temp. ( °C) 1\JRBIDITY (aubjocUvs) ' 15 1f:20 15.0 slight • (1) Clear (2) SUghl (3) lloderale (4) High 30 11:50 15.0 allghl 18.0 20.0 16:50' 17:00 • 6.88 6.00 30.5 26.9 15 • 14.7 turbid turbid COIIIIEHTS/OBSERVA TIONS: • measurements recorded during well developmenl on 1989/12/02. pHlsp. cond. meter nol tuncllonlng on 1989112/20. Hdlnto 10/87 - --- ---- --- --- - - -- --- - - -- -- -- - -- -- Field Data Information Log for Ground Water Sampling Page_4_ol_B_ Dale (yr/mo/day) ____ _:B:::9:..:ll:!21:.:20:::... _______________ _ Field Peraonnel ____ ...,.M._ . ..,s.,HlEE.sE,:,H:cA.,N{T....,._.s,.c:,O,_,TTcu,IM,. . ..,H_eA:,,R""De.E,sR,,__ _____ _ Site Name ______ .JMoaaA,.c,.owN{,uDw,OC..._K,.._E.,R.,_y ____________ _ SECJobt ______ ...,WIJ"--------'---------- WelllD t• ______ __:M:.;W::.-04=_.i;(9:.;1c,:6:::8-:::M:.:W.:c-04-=.:.1·..:1L.) _________ _ __ Upgradlent_x_Oowngradlent Wealher Conditions CLEAR, CALM Air Temperature ____________________ :,·2"'.2.__•:,,_C Tolal Well Oeplh (TWO)= __________ .,:6.:;;2-:_::90::_ _____ .:_11:..:1c::O:::c0.!!.h Depth to Ground Water (OGW) = _______ _;3:;6::;.7c:4:_ _____ _,1.c.l1e,O,.,,o_,H,. Langlh of Waler Column (LWC) =TWO· DGW = 26.16 1/100 h 1 Caalng Volume (OCV) = LWC I 0.65 = -----'1::.7,::.0:_ _______ _.gi:!.al 3 Cosing Volume■ : ___ ..:5:.:1 _____ __,g,::a~I =;;..:;S;::la:cn:::d:::car;.;d;_E:;v;::a::c:::u:::a..;;llo;:;n"-'V..;;o;::lu:cmcc•:.... Method of Well Evacuation ___ .....:T.=E.:cf:;L;::O;::N:..:B:::A:::l:;L:.ER:;._ _________ _ Uelhod of S.mpla Collacllon ___ .:.TE::;F;..;L:.ON=:::B.:.A.:.IL;;.;E;_R __________ _ Total Volume ot Water Removed 53 al Sirrine Envlronmental Consullants P.O. Box 24000 Greenvllla, SC 29616 Casing DlamOter 4.0 Inches _____________ _;. ______ ...::.:;=:::.. Casing Malarlal --------'TY-'-'-P=E..:3..;;0.:.4..:S:.:l;;.;A;::IN.;;L::E::S;.;Sc..S:;T;;.;E::;E::;L=-------- Maasurlng Point Elavallon __________ 18_4_-2_1 ______ ....:;11..:1:::cOO=-..:..:..h Height of Riser (above land surface) ______ _;:2:;..1;.:3_;. _____ .....::11.:.100==..c:.." Land Surface Elevation ___________ 1;::8;.:1c:;.0;.:8c._ _____ ....1:J/.,_JQO=.,.,_h Screened lnlerval 41.0-61.0 1/100 h Dedicated Pump or Baller YES __ NO 2.Jype ____ _ Steel Guard Pipe Around Casing YES X NO Locking Cap YES X NO Protective Posl/Abutment YES X NO Well Integrity Satisfactory YES _X_NO Wall Ylald LOW __ MODERATE _!_HIGH Remarks __________________________ _ FIELD ANALYSES VOLUME PURGED (gallons) TIIIE (mllltary) pH (S.U.) Eh Sp. Cond. ( ~mhoa/cm) Waler Temp. ( 'C) TURBIDITY (aubjacUva) • 45 19:20 5.5 . . 17.0 allghl • (1) Claar (2) Sllght (3) Uodarata (4) High 80 14:54 • 6.70 55.7 16.9 allght 90 105 15:00 • 15:10 • 6.73 •.65 52.70 52.20 17.1 17.5 ellght allghl COUUENTS/OBSERVA TIONS: • measurements recorded during well development on 1989/12/02. pHlsp. cond. meter not tunctlonlng on 1989/12/20. fldlnfo 10/87 - - - - - --- - ----- - - 110 15:20 • 6.73 58.40 PB alight - - - - --- ------ -- -- Field Data Information Log for Ground Water Sampling --- -- Slrrlna Envtronmental Consultants P .0. Box 24000 Page 5 ol 8 Greonvllle, SC 29616 Dalo (yr/mo/day) ____ ..;B.c9..;;/1--=21'-'1""9--------------'-----Casing Olametor ______________ :;2-.::0 ______ ....!ln::,c::,h:::e!.!.s Flold Porsonnol, ____ ~M~·-=S~H._E_.E .. N .. ANII ....... ,..,sc=o .. rr-™=-· H=A'-'R~D-=E'-'R ______ _ Casing Malarial _______ ....:TY..:..:.P.:E..:3::04::...:S:..:T.::A:::IN;_;;L::,E::,S:::S:.·S:<T:.;E::,E::,L"--'----- Site Name _______ M...,A.,c.,ou,N1'"QOCJ<...,...,..,f..,RL.1y ____________ _ Ueasurlng Point Elevallon __________ 26_5_.5_1 ______ _;1::_11::00:::.!!.tt SEC Job ••-------"-''-"'IL.----------------' Height of Riser (above land aurfaco) ______ ....;;2-;..;1.;.5 ______ ...:;1/-'1.;;.00::..:..:.tt Woll ID I, ______ ......;M;;.W;;...;;•1;.;;0_.(9;;.;1;.;;6.a8-..;;M;.;W.;..•..;;1.;;.0-..;;1...;·1,_) _________ _ Land Surlace Elevatlon ___________ 2_6_3_-3_6 ______ ...J.Ju/JUl99lt.ll.M Upgradlent_x_Downgradlenl Screened Interval ___ ......;4;.:.7;;:.3"5-'-5"'7-".3"5'--------------'l'-''l"'OO"""'-tt Weather Condition, ______ .,C:,:A,.LM..,.,.,;P.cA.,R.,T.,L.,v_,o.,y,.E.,Re;CecA::,S,,_T,._ _____ _ Dodlcalod Pump or Baller YES __ NO .1.Jype ____ _ Air !emperature ____________________ _.-2 ... 2,.__•=-c Sleel Guard Pipe Around Caalng YES X NO Tolol Woll Dopth (TWO) = __________ ..;5;.:_7;;:.3;.;;5 _____ ....;.11..;1.coo"--"--tt Locking Cap YES_X_NO Doplh to Ground Wotor (DOW)= ________ 36=.4""9~-----~1~/J~OO=tt Protective Poat/Abutment YES ...!..,_NO Length ol Water Column (LWq =TWO· OOW = __ o;20.,.::;B6._ ______ 1"-l'-'100=-att"-Well lnlegrlly Satisfactory YES _!_NO __ 1 Coalng Volume (OCV) = LWC 1 0.16 = __ ......;3;.;·.a,40;;... _______ _..g"-'-al Well Ylold LOW _x_ MODERATE __ HIGH 3 Caalng Volume• :a: ___ ...;1;.;;0.;.;.2;.;1 ____ __,g,:a;:.I .a=..:S;.:;la;.;n;;:d;;:a;.;rd=---=E-'-va;.;c;.;;u;.;;a.;.;llo.;;.n;.:..:;V..;;o;;:lu;.:;m;.;e;... Remark■ __________________________ _ Method ol Well EvacuoUon ___ ....;T::Ea,F..:L:::ON::,a.B:,A=IL:::E::.R:._ ________ _ Method ol Sample CollocUon ___ .;.TE:;Fc;L;.ON=..:B.;.A:;_IL;_E:;R__;__ ________ _ Tot■I Volume of Waler Removed 12 al AELD ANALYSES VOLUME PURGED (gallons) TIME (military) pH (S.U.) Eh Sp. Cond. ( µmhoa/cm) Water Tomp. ( -C) 1\JRBIDITY (aubjocdvo) • 0 18:10 5.54 325 15 0 alight • (1) Door (2) Slight (3) Moderate (4) High 4 18:30 5.48 321 15.0 alight 8 12 18:40 18:59 5.45 5.54 341 324 15.0 15.0 alight alight COMMENTS/OBSERVATIONS:------------------------------------------------- Hdlnto 10187 -- ----- -- -- - -- - - -- - - -- --- ---- -- -- - - -- - Field Data Information Log for Ground Water Sampling Paga 6 ol 8 Data (yr/mo/day) _____ a_s_11_21 __ 1--9 _______________ _ Field Peraonnal _____ ·..,M._ . ..,S:iaH,_E.,E_.H.,A,.NIT..,_.,.,sc=o"'n'-"',M"'-'. Hc,A=Re:D.,_E,.,R ______ _ Site Name ______ _,M...,A.,c.,o,.NJ"'Q"pc"""""K"'E"'R"X------------- SEC Job #, ______ __..::lLl.1111.----------------- Well ID # _______ M_W ____ -1-'1_.(9 __ 1-'6-'8--'M-'-W-'---'1-'-1--'1---1._) _________ _ Upgradlanl_x_Downgr1dlent Weather Condlllons CALM, PARTLY OVERCAST Ah Temper~lure ---------------------'·2~-~2--='C Total Woll Depth (TWO)= -----------'50-"-'.0'--------'1_11_00--"-ft Depth to Ground Water (OGW} = _______ ....::;26:c:·.:..74-'-------''"-'1,_,00"'--'tt.,_ Length of Water Column (LWC) =TWO. DOW: __ 2.,3.,..2.,6a.... ______ 1~/~100=ft.:.. 1 Cealng Volume (OCV): LWC x 0.16 = ___ 3 __ . __ 12'--_______ .,.8=-a1 3 Casing Volumes = ____ 1 __ 1a..1:..;&;_ ___ _,go;aa.l ..;:=..:S..;:ta .. n:..;d:..;a;;.rd;;...;:Ea.vc.ac'-'u"a"'ll"o-"n-'V-'o-'lu .. mc.•=- llalhod of Well Evacuation ___ ....;T..:E::.F..:L:.:ONc.--B=.A:..;l:.:L:.:E:..;R;_ ________ _ Method of Sample Collocllon ____ T_E_F_LON __ B_A_I_LE_R __________ _ Total Volume ol Water Removed 12 al· Sirrine Environmental Consullants P.O. Box 24000 Greenville, SC 29616 Casing Olameter ______________ __:2::..0:.._ _____ ~ln:!!c:.!h!!:e'.!..s Casing Material _______ ....aTY.:.:..P:.:E..:3:.:04;:..:S..:T.::A:::IN.:,Le,Ee,S::S:.S::cT.:;Ee,Ee,L::.... _____ _ Measuring Polnl Elavatlon __________ ..:2::.7::.1-::9.::2 _____ ....!1~/1:.:00~ft Height of Riser (above land surface) ________ 2_.4_& ______ 1::.1..:.100==..:.:..fl Land Surface Elevallon 269.44 Screened Interval 40.0-50.0 Dedicated Pump or Baller YES __ NO _!_Jype ____ _ Steel Guai'd Pipe Around Casing YES X NO Locking Cap YES X NO Protective Post/Abutmenl YES X NO Well Integrity SaUstactory YES _X_NO Well Yield LOW _x_MODERATE __ HIGH 1{1Q0h 1/100 ft Remarks __________________________ _ FIELD ANALYSES VOLUME PURGED (gallona) TIME (military) pH (S.U.) Eh Sp. Cond. ( µmhoa/cm) Water Tamp. ( 'C) TURBIDITY (aubJocUva) • 4 09:50 6.25 70 14.0 allghl • (1) Claar (2) Sllgh_t (3) Moderate (4) High COMMENTS/OBSERVATIONS: lldlnlo 10/87 - - - -- - 8 10:30 6.10 65 13.0 alight - 12 10:50 5.75 60 13.0 allghl --- - --- - - -- - - ---- ---- - ----- Field Data Information Log for Ground Water Sampling - -- - Sirrine Envllonmental Consultants P .0. Box 24000 Page 7 ol 8 Greenville, SC 29616 Data (yr/mo/day) _____ 8_9_11_2"',2"1 ________________ _ Casing Dlamoler 2.0 Inches _____________ ...::;.;;_ _____ ..::.:=:.::. Flald Peraonnal, ____ _.,Me. . .,,s,.,H.,E.,E.,H,::Ae,NIT'-'-'._.SC=O"'TT'-"'/Me:a... H=A,.,R_,,DceE:uR'-------Casing Material _______ .....:.TY.;.;..P::E.;:3.:;0..:.4.;:S;.;;l.:.;A:::IN.:;L::E::S;.;;S:..;S=.l;.;E::E::L:..... _____ _ Slle Name ______ ... M...,A.,c.,o.,N'"IQ"'OC""'K.,..,E.,R_.v ____________ _ Measuring Point Elevation _________ .....:.1.:..71:..:·=.98:..... _____ _:1/c.:1c::OO;::.:.:..tt SECJobf, ______ ,a,,Wll"----------------Height of_ Riser (above land surface) ______ _;1;;_.9::5:._ _____ ....:;11..:1:::00::..::.tt WelllD ,. _______ 11_w-'-1"2..,_(9;.;1-'6-'-8-"M"W'--·-'1..;.2·-'1-'/2.._) __ ---------.Umd Surface Elevallon __________ _:1.:c70::·;:.03=---------']'-'/]o,OO,._,,_tt __ Upgradlont_x_Downgradlenl Screened lnlerval 22.97·32.96 ]1100 f1 Weather Condlllone CALM, PARTLY OVERCAST Dedicated Pump or Baller YES __ NO _!,_Jype ____ _ Air Tomperaturo ____________________ ..,·2~.2~-•~c Steel Guard Pipe Around Caslrig YES X NO Total Well Depth (TWO)= -----------'3"2'-'.6-'7 _____ ~11 ... t_OO-'-'-tt locking Cap YES X NO Depth to Ground Water (DGW) = ________ 2::2:.:.4::;8:.._ _____ ..,1,_11.,00"'-'-'-tt ., Protecllve Post/Abutment YES _X_NO L.angtli of Water Column (LWC) = TWO -DGW = __ _.10., • .,_19._ ______ 1~1 .. 100=""-Well lntegrlly Satisfactory YES _!_NO __ 1 Caalng Volume (OCV) = LWC I 0.16 = ___ .. 1.-'6..;.3 _______ ~g~al Well Yield LOW _x_MODERATE __!IIGH -- 3 Casing Volumoa = ____ 4:;;.8::9;_.;_ ___ _.g,::a..;.l ::;=.::S..;.ta::n:..:d;.;;a;;.rda..::E..;.va:;;c;.;u;.;;a..;.tl..;.on"-'V-"o:..:luc.mc.e:.... Remarks __________________________ _ Method ol Woll Evacuation ___ _:T.::E.:..f::LON=c.:B::Ae;l::L::E;.;Rc.... _____ ~--- Melhod of Sample Colloctlon ___ T.;.E:..Fccl:..ON:....;...;.B_A_IL;;.E:..R.;_ ________ _ Total Volume of Water Removed 7 al FIELD ANAL VSES VOLUME PURGED (gallone) TIME (mllltary) pH (S.U.) Eh Sp. Cond. ( µmhoe/cm) Weter Temp. ( "C) TURBIDITY (aubJectlve)' 25 11 :55 • 6.12 40.6 18.9 alight '(1) Clear (2) Sllght (3) Moderate (4) High 28 12:00' 6.13 ••.• 19.2 ellght 32 35 15:40' 16:07' 6.59 6.60 40.2 38.7 17 7 17.8 alight ellghl COIIMENTS/OBSERVA TIONS: • Measurements recorded during well dovelopmonl on 1989112/01 eHlsP cond moloc not tuocJloolna on 1989/12/21 lldlnlo 10/87 -- -- - - -- -- - --- - - -- - - ------ - ---- - - -- - - Field Data Information Log for Ground Water Sampling Page 8 of 8 Sirrine Envlronmenlal Consultanls P .0. Box 24000 Greenvlllo, SC 29616 Dato (yr/mo/day) _____ 8 __ 9_11-'2/'-1"9 ________________ _ Casing Olameter ______________ 2::·.::o ______ __!ln,::c::!h!!e:!..1 Field Peraonnel ____ ....,M._ • .:,S,aH.,E.sE"'Hi,:AN(T""-,..,.,s.,c"O"'TT'-"'/M""-'. HuA=R.,o.,,E,.,R ______ _ Casing Malarial _______ ....:TY..:.:.P.::E..:3::04::..::S:.:T.::A:::IN.::L:::E:::SS=:::ST.:.E:;;E:;;L::_ _____ _ Sit• Name ______ .Jy...,A.,c.,o.,N{,.Dw:oc.,...,K.,.f.,Bc.1X ____________ _ Meaaurlng Point Elevallon __________ 23_6_·8_9 ______ ....:11:.:1::00::..!!.N SEC Job., ______ _..:z.11111. ________________ _ Height of Riser (above land aurtace) _______ 1._96 _______ ..::11..:.1;:.00:_:..:.h Well ID•· ________ M __ W~-1ca.9_.(9'-1'-'6ca.8--"M ... W ... --'1"-9--'1-'-1.._) _________ _ 1.and Surface Elevation __________ .:23::..:;4·::c9;:.3 ______ ....!JJ/J.]!>!:OO~N Upgradlonl_x_Downgredlent Screened Interval 34. 78-45.00 J/100 tt Weather Conditions CALM, PARTLY OVERCAST Dedlcaled Pump or Baller YES __ NO ....!...Jype ____ _ Air Temperalure ____________________ ..,-2,_.,.2_-'•c._ Sleel Guard Plpo Around Casing YES X NO Total Woll Depth (TWO) = -----------•--s .... o'--------1'-/1"00"-'N'-Locking Cap YES X NO Depth lo Ground Waler (DGW) = -------~33_._45 ________ 1~/~10"0~"~ Prolecllve Post/Abutment YES _X_NO Langth of Weter Column (LWC) = TWO -DOW= __ 1,..,1 ... s.,s'-------'1"-,1"00=" Well Integrity Sallafaclory YES .:!_NO 1 Casing Volume (OCV) = LWC • 0.16 = ___ 1--.a'-s'--------'--""g""'"a1 Well Yield LOW .JL.MODERATE __tilGH __ 3 Caalng Volume■ = ___ ..;5::•;:.54.:.... ____ ..Jgo;a::l..:=..:5::t•:::nc;d::•::.rd;:...:E..:v;:.ac:.;u::•::.ll..:o..::n..;V..:o::.lu:.;m.::.:;..• Remarks __________________________ _ Method of Well EvacuaUon ___ .....;T:.:E:,F..:L::ON=:B;;:A.::IL;:E;:;R:__ ________ _ Method of Sample Collec:tlon ___ ..;T.::E;;.F.::L.cON;;...;B:.;A.::l.::LccER"------------ Total Volume ol Waler Removed 18 al FIELD ANALYSES VOLUME PURGED (gallon•) TIME (military) pH (S.U.) Eh Sp. Cond. ( µmhoa/cm) Waler Temp. ( "C) TURBIDITY (aubJectlve) • ' 12 16:00 6.05 347 11.0 moderai8 • (1) Clear (2) Slight (3) Moderate (4) High 14 18 16:15 16:30 6.03 6.02 337 335 15.0 14.0 moderate moderate COMMENTS/OBSERVATIONS: Puralna eJlooded bevood 5 1 wen volumes In ordor to reduce turbldilv lldlnto 10/87 --- -- --·-- - - -- - - - -- - - --- -- - - -- --- -- -- - Field Data Information Log for Ground Water Sampling Pogo __ of _1 _ Dale (yr/mo/clay) _____ 90_181_28 ________________ _ Field Peraonnel ____ ...... H"'A"'R,.A.,u.,u .. J.,tJOH.,., .. NSQN..,....,'------------ Slle Name ------'"M-'A"-CO=N/.:DOCK==E;;.R;..;Y'------------ SEC Jobt, ______ G=-:·9'-'1"'68:_ ______________ _ WeU ID f, ______ .....;;M;;;W;;...;;•2;;;Ac.... ______________ _ __ Upgradlent_X_Downgrad.Jent Weather Condition■ VERY HOT, HUMID Air Temperature _____________________ 90 __ •~F Tolel WeU Depth (TWD) = ___________ 1_e_.50 _______ 11_1_00_1t Depth to Ground Water (DGW) = ________ 38=.oo=-_____ ..,1._11..,00 .... 11,. IAngth of Water Column (LWC) = TWD. DGW = ___ 40_.5 _____ ~1~/1 ... 00=lt~ 1 Cooing Volume (OCV) = LWC x .163 = ____ 6_·60 _______ ~g~al 3 C.alng Volume•= ---~1"-9-'-.BO~ ____ _.g""a-'-l _=.;;S-"ta"-nd=• ... rd'-E"v'-'a"c"-u-'-a-'-llo ... n-'--'-V-'-ol"-u-"m'-'e'- llathod of Woll Evacuation -----'T'-'E;;.F.;;L.;;ON;;..:..;B:;;Acal=L=E"'R'---------- llathod of Sample Collection TEFLON BAILER ------------------To ta I Volume of Water Removed 20.0 al Sirrine Environmental Conaultanta P.O. Box 24000 Groenvllle, SC 29616 Casing Diameter 2.0 tnchea -------------=:.:_ ______ -!!!:::. Casing Material ____________ _,Sc,,.,,h._. 4:,:0u;_PV.LC"-------- Meaaurlng Point Elevation _________ _:23:.0:.:·:.83:..... _____ _,1'-'/1e,OO::..:.:.ft Height of Riser (above land aurface) _______ 2_.66 ________ 1;;./.;;lOO=lt:.:. Und Surface Elevation __________ .....:;22:.8:.·:.17'-_____ _.1/uJl!OQ!I..ILb Screened Interval 161.67•151.37 1/100 b Dedicated Pump or Baller YES __ NO __!_Jype ____ _ Steel Guard Pipe Around Casing YES X NO Locking Cop YES X NO Protecllve Poat/Abutmenl YES NO_X_ Well Integrity Sellafactory YES _X_NO Well Yield LOW __ MODERATE __ HIGH X Remarks __________________________ _ FIELD ANALYSES VOLUME PURGED (gallons) TIME (mllllary) pH(S.U.) Eh Sp. Cond. ( µmhoo/cm) Waler Temp. ( "C) TURBIDITY (subjective) • 0.2 18:05 5.63 - 82.4 23.6 1 • (1) a ... (2) Slight (3) Moderate (4) High 5.0 18:24 5.70 - 71.9 21.3 1 10.0 15.0 20.0 18:45 18:55 19:16 5.87 5.76 5.75 --- 71.6 72.7 75.3 19.8 20.2 21.1 1 I • COIIMENTS/OBSERVATIONS: __ _;Sam=;.::pled:.:....;a_;_t.;.1:.9:;;:20.;__ ________________________________________ _ tldlnfo 10/87 -- - -- - -- -- ---- - --- ----- - --- --- -----· - Field Data Information Log for Ground Water Sampling Pogo 1 ol 1 ---- Dau (yr/mo/day) 90/8/23 Flalcl Panonnol SC01T/ISEN Sir.Name MACON/DOCKERY &EC.Jobi G-9168 WaUIDI IIW--05 __ Upgrodlont_X_Downgradlanl Weather CondlUona CLEAR Air Temperalure ____________________ 90;:;.:;.._'_.F_ ToulWoUDoplh(lWD)= ______ ~--.....:53=.o'-------""~100:..;;.;II;;. Depth ID Ground Water (DGW) = _______ __::38::-::_5 _____ .JJ'-J/]L>IOO,._.,__tt Length ol Water Column (LWC) = lWD · DGW = ___ 1;_4;;;.5;_ ____ _...,11 ... 1,.00~11 1 C.alng Volume (OCYJ = LWC x .183 = ____ 2._3_2 ______ _.Qo:•;;.I 3~alngVolumH= ___ =.6-::9 _____ ~Q:.•l~=~S::la=ndar=::d:...:E.:.:•K=U=•U::•.:;;•~Y~•.:;;IU::m=-• Method ol won EvacuaUon ____ T~EF:::.,.:La:ON=B::A::,l:::L=.ER:.,_ ________ _ Method ol Sampla Collactlon __ _;T..:EF=-=LON=-=B..:A::;ILE=R;_ ________ _ Total Volume ot Water Removed 7.0 al Sirrine Environmental Conaultanta P .0. Box 24000 GrHnvllle, SC 29616 Casing Diameter 2.0 lnchea ---------------------==~ Cuing Matorlal __________ _:S;_;_T::A::.IN::L::E:::SS=-..:S;_;_T:;:E:,EL=.._ _____ _ Ueaaurlng Point Elevation ________ .....:;23..:4..:·..:51;_ ______ 1::,l.:.:IOO=lt:. Height ol Rlaot (above land 1w-lllce) 2.39 1/100 It Land Surface Elovatlon _________ .....:23=2-..:12:.._ _____ .JJil.J/11.11Q01L&Lb Screened Interval 196.32-181.02 J/JQOU Dedlcalod Pump or Baller YES __ NO ...!....Jype ____ _ Stffl Guard Pipe Around Casing YES X NO Locking Cap YES X NO Protective Poet/Abutment YES No_x_ Wall Integrity Satlafactory YES ...!_NO Woll Ylald LOW _!_MODERATE __ HIGH Remarka ________________________ _ AELD ANALYSES VOLUME PURGED (gallona) TIIIE (mlUtery) pH(S.U.) Eh Sp. Cond. ( µmlloa/cm) Wallr Temp. ( 'C) TURBIDITY (aubjac-)' 7.0 11:45 6.3 - 54 20.3 4 '(1) a-(2) I (3) Moderau (4) High COIIIIENTSIOBSERVA TlOHS: fktlnfo 10/87 - - - -- - -- --- ------ - - - ---- ------- -- - - -- Field Data Information Log for Ground Water Sampling Pego_1_01 _1 _ Dale (yr/mo/day) ____ ... 90--/8/=23=----------------- Flelcl Poraonnel ____ _.sco"""'-'Il.1.ISH .. .._.E.,E.,H.,A.,N._ __________ _ SIie Name ______ M~A ... COH/~=DOC= ... K .. E __ R __ Y ___________ _ SEC Job •. ______ G-'-~9 ... 16,aB;_ ______________ _ WoU ID ··--------"M __ W __ -06=---------------- _x_upgrodlont __ Downgradlant Weather Condldon• ______ c,.L.,EA..,,R.._ ___________ _ Alr Temperature ____________________ 90=-_._•F Tolel WeU Depth (TWO)= _________ _;48;:;•:::80=-------"1/ ... 100=-h:.:. Depth to Ground WolOf (DGW) a ________ 39=.63~ ____ _,1._,/1~00"'-"-h Length ol WolOf Column (LWC) a TWO -DOW= ___ e ....... 11.;__ ____ _,.1/'-'1"00...,,_h 1 C.olng Volume (OCV) = LWC x .163 = ____ 1_ .... _______ ...a:•:.:.• 3 C.alng VolumN = ----'4.:.:3.:..7 ____ _.p,::a:..;I •:..5::;ta=ndar=d=-=E:.:.vac:=u:::aU;:;on:::.,.V:..;o:;clu;:;m:::.:,_e llothod ol WeU EvocuoUon ____ T ... EF..,..L..,ON=B .. A..,1 .. L .. E ... R ________ _ llothod ol Samplo CollocUon TEFLON BAILER ------------------Tota I Volumo _of Water Removed 4.5 al Sirrine Envtronmontal Conaultanla P .0. Box 24000 . GrHnvllle, SC 29616 Caalng Diameter 2.0 lnchea ____________ __,;c.c_ ______ ....:.:==- Ca a Ing Matorlal __________ .,:S:.,:T,::A:;:IN::L::E:::55:::.::5:..:l.::E.::E::.L _____ _ Measuring Point Elev■Uon _________ 23_7._13 _______ 1,:.i.:;100::.,:h.:.. Height ol Rlaer (above land aur1ac:e) _____ __;2::..48.:_:_ ______ .:;1i:.:.100=h:.:.. Land Surface Elevation _________ __,:23=.::4-:::6:.5 _____ _J1~fllll®!U1-U Screened Interval __________ _.:;204=,6::5-:...1:.:8;:;9-:.:3;:.5 ____ .....11/uJ_,.OO...._H Oedlcaled Pump or Bailer YES __ NO ....!..Jype ____ _ Steel Guard Pipe Around Caalng YES X NO Locking Cap YES X NO ProtecUve Poat/Abutment YES NO_X_ Well lnlegrlty SaUatactory YES ..!..,_NO Well Ylald LOW _.!.._MODERATE __ HIGH Remarks ________________________ _ AELD ANALYSES VOLUME PURGED (gallon■) TUIE (mlUtary) pH (S.U.) Eh Sp. Cond. ( µmhoa/cm) Wator Tomp. ( "C) TURBIDITY (aubfocUve)' 4.5 17:00 6.45 - 53.9 17.2 4 • (1) aou (2) Sllghl (3) Modorale (4) High COIIIIENTSIOBSERVATIONS: Hdlnto 10/87 -- --- - / - - -------- - -- - - ., ... ------- - - -- - -- -- Field Data Information Log for Ground Water Sampling Pago __ ot _1 _ Do .. (yr/mo/day) ____ .:.;90;;;./8/=29=----------------- Flolcl Peraonnet. ____ _.H,.A.,R,.A.,M,.U,._T,.IJOH...,.,NSQN...,..., __________ _ SI .. Name ______ M=ACON/==DOCK==E'-R-"Y ___________ _ SEC Job • ______ G:·..a9"-16:::8,.._ ______________ _ WoUID • ______ ....;M.;..;W"--0.;.;_7 _______________ _ __ Upgradlent_X_Downgrodlenl Weather Condl11ona HOT, HUMID Air Temperature ____________________ 9:::5:_'_,__F To .. l WoU Doplh (TWO) = __________ 4::2.;..;.4;_ _____ 1;;;.1.:..100=,lt.:.. Depth lo Ground Waler (DGW) = _______ ...;34=.35"'---------'1._.JJ.,.OO"-"-lt Longlh of Waler Column (LWC) =TWO. DGW = __ ....;;.8·;.;M.;;._ ____ __,1:.,/1"'00"-"-lt 1 Colfng Volume (OCV) = LWC x .163 = ____ 1_._31 ______ _,a:•,:.I 3 C.alng Volume■= ____ 3._94 _____ ~& .. •l .. =_S __ .. _nda ____ rd.....a.E_vac __ uo_l __ lon ____ V __ o __ lu...;m .. o'- Molhocl of WeU EvocuoUon ___ .....;.T:EF;..;L:::ON=aa.B-'A::IL::E.;..;R _________ _ Molhocl of Sompi. CotlecUon TEFLON BAILER ------------------To ta I Volume ol Weter Romoved 4.0 al Sirrine Environmental Coneullanta P.O. Box 24000 Greenville, SC 29616 Casing Dl41me1er _____________ 2=·.:.o ______ ___!l!!nc:!ho.=!..o Coalng Malo, .. I __________ ..:S:::T.;;A::,IN;:.:L::E::SS=S:::T..:E..:E.:.L _____ _ Measuring Point Elevation ________ .......;2:::2.;;a·:::•.:..1 ______ 1~1.:.:100=11 Heigh! of Rlaor (above land aurface) ______ 2_.34 _______ .a;ll.:..IOO=lt.:.. Land Surface Elevation _________ .......;2::2.:..6·:::07:..._ _____ .JJ~IJ1.1100!ULU Screened Interval 199.37•184.07 1/JOQ h Dedicated Pump or Baller YES __ NO 2.,_Jype ____ _ Steel Guard Pipe Around Casing YES X NO Locking Cap YES X NO Proteclive Poal/Abutment YES No_x_ Well Integrity Satisfactory YES ..!._NO Woll Yield LOW ...!._MODERATE __ HIGH __ Remark■ ________________________ _ FIELD ANALYSES VOLUME PURGED (gallono) TIIIE (mlUlory) plt(S.U.) Eh Sp. Cond. ( µmhoo/cm) Wolor Temp. ( "C) TURBIDITY (aubtocUvo) • 0.25 10:56 6.37 - 52.9 21.0 2 • (1) a ... (2) Sllghl (3) Moderalo (4) High 1.3 11:04 5.99 - 47.3 19.6 4 2.6 4.0 11:08 11:13 5.89 5.92 -- 40.1 39.3 20.0 19.2 4 • COIIIIENTSIOBSERVATIONS: __ -_v~ory.;..:_~:..._•~~--Sa_.:.m~pi.-d_•~•-1~1~:2_0 _____________________________________ _ ttdlnfo 10/87 - - - - - -- - -- - - ---- - - - - ------- ---- Field Data Information Log for Ground Water Sampling - - - -- Sirrine Environmental Coneultant■ P.O. Box 24000 Pago_1_ot _1 _ Greenville, SC 29616 Dote (yr/mo/day), ____ .;;90;;/.;;81.;;2:.3 _______________ _ Casing D'8meter 2.0 lnche■ --------------'--------...::.:=:::.. Flekl Peraonnel, ____ ....,.sco,....,TT..w,ISHw.,E.,E,.H.,A,.N._ ___________ _ Casing Malerlal __________ .....;S:.T.:.:A;::l::.;N:::LE::::SS::..:S:..:T.:E.:E:::L ______ _ Site Name ______ ;aM;;.;AaaCOHl=:.:DOC=:a:K:..:E:a:RaaY._ __________ _ Measuring Point EJevatlon __________ 23_4_.5_4 ______ ....;;11..:1.;;00;;.:.;..h SEC Job t _____ _;G::.·..:9.:;16::,8:_ ______________ _ Height ol Rleor (above land surface) ______ ..:2c..3:..:2c_ ______ .::ll..:.100="-" Wo_U IDt, ______ ....=M:..:W.:..-08=----------------land Surface Elovallon ___________ 23_2_.2_2 ______ .....,11 .. JIM).,,_tt.,_ __ Upgr~lent_X_Downgradlent Screened Interval ____________ l:..:9::8;;;:.8;:2;_·1:.::8::3::.5;::2 _____ _.11u1.,oo,...,_tt Weather Condition■ ------~olil:W.-------------Dedicated Pump or Baller YES __ NO ....!...Jypo ____ _ Alr TemperalUro ____________________ .....;8::5c.__'.:....F Steel Guard Pipe Around Casing YES X NO Tolal WoU Deplh (TWD) = __________ ..:50=.4::3c.__ ____ _..:;l/..:1.;;00::..:.:.h Locking Cap YES X NO Depth lo Ground Wolor (DGW) = _______ _;38=.46.:.::.. _____ _,Jc,/1"'00"-"-H Protective Poat/Abutment YES No_x_ L■nglh otWI1arCotumn(LWC) = TWD-DGW = __ _;_ll:..;.9:.;7c.__ ____ _,1'-'/lc,OO"-"-H Well Integrity S.llalaclory YES ..!,_NO I Cooing Volume (OCV) = LWC I • 163 = ____ 1_.s_2 _______ .11::.:.•' Well Yield LOW ...!....MODERATE __ HIGH 3 C.alng Volume■= ----'5'-.7"6'------'g"a-'-l_=..:S-"la"n-"d-'a-'-rd'--"E_vac~u-•_ll_on_V_o_lu_m_e_ Remarks __________________________ _ ll■lhod of WoU Ev■cuaUon ___ _;T::E::.F.:;L.:;ON;;..:..;Ba;A:.;:l::L:::E;;.;Rc.__ ________ _ ll■lhod of Sample Collection ___ T;_E;_F_L_ON_B_A_l-'LE_R _________ _ Total Volume ot Water Removed 6.0 al FIELD ANALYSES VOLUME PURGED (gallons) TIME (mJUt■ry) pH (S.U.) Eh Sp. Cond. ( µmhoa/cm) W■ler Temp. ( 'C) TURBIDITY (Iubjoc:Uve) • 6.0 18:15 6.62 - 55.7 18.0 ·4 • (1) ae■r (2) Slight (3) Moderate (4) High COIIMENTSIOBSERVATIONS: ------------------------------------------------- fldlnto 10187 - -- - - - --- -- ---- --- - - -- -- -- - - --- -- -- -- Field Data Information Log for Ground Water Sampling Pag• __ o1_1_ Dale (yr/mo/day) ____ :::90:::i:Bi.:29:..._ ______________ _ Fleld Paraonnel _____ H,_,,,A.,RicA..,M.,u.,r,.,,JOH...,u,NSONll:il:..,. ___________ _ Site Name _____ _;M=A:::CONl=:.:DOC=::K::E::.R:.:Y ___________ _ SEC Job ,, _____ _;G:,.-;:9:,.16,:8:.... ______________ _ WeU ID •-------=M::W.,_-B;::A::_ ____ _; _________ _ __ Upgradlent_X_Downgradlent Weather CondlUona ______ _.y_.E.,RuY_,HO.,._T ... _.uu.,..u.,,.,p __________ _ Air Temperatui-e ____________________ .....:9:::5c_"LF Tolal Wall Depth (TWO) = _________ _:7.:B;:.S:..._ _____ 1::.i:::100:::..:h:_ Depth to Ground Weter {DGW) = ________ ;:;43::·::;9 _____ __,_1iw1:,,00"-"-tt Length of Wetor Column (LWC) = TWO -DGW = 34.8 1/100 h 1 C.lllng Volume (OCV) = LWC x .163 = ____ 5_·64 _______ _.pa:•:.1 3 ca.ang Volum.•• = ___ ...;1;;:6:::.9;;:2 ..... ___ __,ga=I =:;..;:;S.;.:le:;.n;;:da=rd:..E:;•:.:ac=u"at"lo:.;no...:.V.:.ol;.;;u.:::m:.:•'- llelhod of Well Ev■cuaUon ___ __,T_,E.,_F_,L:ON:.:..:B::A.::l:LE:;R:.:.. _________ _ Method of Sample CollacUon ___ ;;..TE:;;F;.;L::.ON=.::B.;.AJ.;.L:;;E:;;R.;_ ________ _ Total Volume ot Water Removed 20 al Sirrine Environmental Consultant• P.O. Box 24000 Greenville, SC 29616 Casing Dlameler ____________ _:2.:;:.o:..... _______ ,:ln,:c::,h:::•:..• Casing Materlal __________ .:;S;:T;.;A.:;:IN.:;:L::E:;;SS;.::..S:..T;.;E:.;E:;;L:..... ______ _ Meaaurlng Point ElevaUon _________ 23:.....4.;..4_4 _______ .:;1/c:1.:00::..,;.h Height of Riser (above land aurtace) _____ _:2:;;.0;:2c_ _______ 1:,.i.:;100=he.:. Land Surface Elevation __________ :..23;.;2.;..4;.;2;._ ______ J.,.i..,J()()IOLJttLL Screened Interval ___________ 1:..:6:..:4:::.9:.:2:..-t:.:5;;:4:;:.9;:2 _____ .....,)I .. JOOxx..._n Dedicated Pump or Baller YES __ NO ___!_Jype ____ _ Steel Guard Pipe Around Casing YES X NO Locking Cap YES X NO Protective Poat/Abulmenl YES NO..!._ Well Integrity Satlataclory YES ..!,_NO Well Yleld LOW __ MODERATE __ HIGH X Remark•-------------'--------------- AELD ANALYSES VOLUME PURGED (gallon•) TIIIE (mlUtery) pH(S.U.) Eh Sp. Cond. ( ~mholicm) W1tor Temp. ( "C) TURBIDITY (oubfoc:Uve) • 0.2 18:25 5.88 - 119 23.&· 1 • (1) aeer (2) Slight (3) Moderate (4) High 6 16:37 5.96 - 129 20.9 1 COIIYENTS/OBSERVA TJONS: • Probe may be warm trom ambient air. fldlnto 10/87 -- - -- - -- 12 17 20 16:53 17:00 17:t0 6.09 6.21 6.35 Sampled ---at 17:10 159 168 163 20.9 20.6 20.2 2 2 2 -- - - --- - -- - - --- -- - --- Field Data Information Log for Ground Water Sampling - --·-- Sirrine Environmental Consultant• P.O. Box 24000 Pege_1_ot _1 _ Greenville, SC 29616 Dale (yr/mo/day) ____ 90=/8/29==-----------------Casing Diameter 2.0 lnche■ --------------------===-Fleld Pa .. onnel ____ ... Hu:,A,.R..,A.,y,.u.,J.<1/JQH.,.,,.,N,.SON.,..,_ _________ _ C aa Ing llatorlal _________ __::S.:.TA:..:l::.;N;::L:ESS=.:;S.:.TE::E:;;L;_ _____ _ SIie Namo _____ _;11::,Ac,C;::;ONl=:.:D:.:OC=K:.:E::.R:..:Y ___________ _ Measuring Point Elevation ________ ...:2:.:5..:.4·:.:.08.::_ ______ 1,:.l.:,100=..,lt::. SEC Job., _____ _;G:,.·::9..:;16,::8,_ ______________ _ Height of Rlaer (•~v• land ■urtace) ______ 2_.20 ________ 1;:./.:.;IOO;:c.:fl.;. wan ID•·-------=ll:..:W::.-09=----------------Land Surface Elevatlon __________ 2_s1_.9_9 ______ .....J]1Lil1>QO"-ll..b __ Upgradlenl_X_Downgredlonl Screened lnlen,aJ __________ 2_1_&_.5_&-_20_1_.2_& _____ _.Jl:.i]-"OO"-"-tt Weather Condition■ _____ ....cP;i:A~HuJL.i.Y.u,C:1,L;wOU:11,11D1X..i, H~O,1.T1.,,.i;H!l,U!!!ll!.!IP~----Dedicated Pump or Baller YES __ NO ....!...Jype ____ _ Alr Temperature ___________________ ...:9:..:2:_•.r:..F Sleel Guard Pipe Around Caalng YES X NO Tolel WoU Doplh (TWD) = ------~--_;5:.,:1"-'.1:....... ____ __::11..:;100=11::. Locking Cap YES X NO lloplh lo Ground Waler (DOW)= _______ ....;:44;::·=6 _____ _,J.wll,,,OO"-"-tt ProtectJvo Poat/Abutmont YES __ NO _x_ Length of Water Column (LWC) = TWD -DOW= __ __;;6;:.5:,_ ____ __,,11'-'1"'00"-ll.tt Woll Integrity Satlalactory YES .!,_NO I C.alng Volume (OCY) = LWC I .163 = ____ 1_.oa _______ _..,.,•::_I Woll Yleld LOW __ MODERATE _!_HIGH 3 C.alng Volum•• = ___ 3:..:·..:.18=------"ga"'l'-'='-'S:..:ta:..:nda=:..:rd:..E;::;•:..:ac=••:..:1;:.;lo::.;n'-'V'-'o'-"lu:..:m::.;•:.... Remarkl ________________________ _ llolhod ol wan Evacuadon ____ T.:.;E::Fc.:LaaON=B::A;al;::L:E;.;R _________ _ llolhod ol Semple Collecdon __ _;T..;:EF;;..;;;LON=-'B"-A-'-IL:..:E;.cR _________ _ Tolal Volume of Weter Romovod 3.3 al AELD ANALYSES VOUJIIE PURGED (gallona) TIIIE (mlllta,y) pH(S.U.) Eh Sp. Cond. ( 11mhoalcm) Waler Temp. ( 'C) TURBIDITY (aubjoc:dve) • 0.2 18:00 6.51 - 320 21.7 3 • (I) a-(2) Sllghl (3) llodarato (4) High 1.1 18:04 8.24 - 298 20.1 4 2.2 3.3 18:12 18:16 8.22 6.10 -- 242 227 20.4 20.3 4 ' COIIIIEHTSIOBSERVA TIONS: Sampled at 18:20. Purged water foamed after being poured Into holding drum. AU water aamploe foamed during coUecllon. Hdlnfo 10/87 ---- - - - --- - - ----- - - ---- - -- - -- --- -- Field Data Information Log for Ground Water Sampling Pogo _1_01 _1 _ Dot■ (yr/mo/d■y) ____ 90_/8/2--"'2'---------------- Fl■lcl P■raonne1, ____ _,sc=o,TT....,1SH...,E.,EH,u,:A,.N._ __________ _ Site Norn■ ______ M=A.:CON/=:..:DOCK==E::.R:..:Y ___________ _ SECJob••------~G~-9~1~6~8 _______________ _ W■U ID. _______ M_W_-... 1-'-3 _______________ _ __ Upgradlfflt_X_D-ngradlont Weather Condition■ CLEAR Air Temperature ---------------------"'95'-"F-'- Tot■I WeU Depth (TWD) = ----------'64'-"'.5'-------"1/-'-100=Nc:. D■plh to Ground W■t■r (DGW) = ________ 4 __ 9"".6~2'-----~J'-'/1:.::00"-"-N IAnglh ol W■t■r Column (LWC) = TWD -DGW = ___ ,_4_.aa _____ _,l'-'/1:.::00=:.N 1 C■■lng Volume (OCV) = LWC x .163 = ____ 2_._43 _______ a;•c:.I 3 C.alng Volume■ = ___ ..;.7;::.29"---____ _.Qc:c••:..:=:..:5::;;l■=nd:;;a::.rd=-=Ec:.••:;;c:..:u;::•::.•lo:;;n;_Y.:.;•:;;lu:;;m::.;::...e ll■lhod ol Well Ev■cuaUon ___ __;.;TE::fc.::L::ON=B::A::.l::L::;.E:.aR ________ _ ll■lhod ol S■mpl■ CollecUon ___ T;.:EF;:;.c;L::ON=B;.:A.c.lL;;;;E;;.;R_;_ ________ _ Total Volume~• W■tor Removed 7.5 al Sirrine Environmental Conaultanta P .0. Box 24000 Greenvllle, SC 29616 Casing Diameter 2.0 lnche■ ____________ ...:;:.:_ ______ ..::::=-=- Cea Ing Material __________ _:S:.;T:.::A:::IN.::L:::E::SS::::.:S:.;T:::E:::E:::L _____ _ lleaaurlng Point Elevation _________ 1::8.c.8;.:.6.;.7 ______ _::11.::100:::..,N:,_ Height ol Rlaer (above land aurtace) _____ _;1c;;.9::5_;_ _____ ....::_1l.::100::::.:N:,_ l.Jmd Surface EJevaUon __________ 1::8.c.6;.:.7.:;2 _____ _,J._IJ,_.OOOUJ.U Screened Interval 148.22-138.22 1/100 b Dedicated Pump or Baller YES __ NO 1-Jype ____ _ Steel Guard Pipe Around Caalng YES X NO Locklng Cap YES X NO Protective Poat/Abutment YES No_x_ Well lnlegrlty SaUslaclory YES _X_NO Well Yield LOW _.!._MODERATE __ HIGH Remarka ________________________ _ AELD ANALYSES VOLUME PURGED (gallonx) TIIIE (mlUt■ry) pH(S.U.) Eh Sp. Cond. ( µmhoa/cm) W■lor Tamp. ( "C) TURBIDITY (oubjecUvo) • 7.5 18:00 6.5 - 112.4 20.11-21.0 4 • (1) ao■r (2) Sllghl (3) Moderat■ (4) High COIIIIENTS/OBSERVATIONS: fldlnlo 10/87 - --- --·-- - -- - - -- --- - - ---- - - - --- - Field Data Information Log for Ground Water Sampling ---- - - Sirrine Envlronmenlal Consultants P.O. Box 24000 Pag• __ ot _1 _ Greenville, SC 29616 Date (yr/mo/day) ____ 90=/8/2=8'----------------Casing Qlameler _____________ 2:;·.:.o ______ ---:l::nc:::he::_• Flold Poraonnol ____ .. H..,A,.RA....,u.,u.,t..,,JOH.,..,.NSON...,.,._ __________ _ Cosing Malorlal _. _________ _:S:..:Tc:.A:::IN.::L:::E::55:::..:5:..:Tc:E:.:E:.:L ______ _ Site Name --------'M:A:::CONl==DOC=:,K,:E::.R:.:Y._ __________ _ lleaeurlng Point EJevallon ________ __;c17_:5.;.;.9_:5 ______ _,,11.;;100=h::. SEC Job•·------G~-.. 9 ... 18aa8.___ ______________ _ Height~• Rlaor (above land aurface) ______ 1_.2_5 _______ .:;1/.;.100=h"- WoU ID •·--------"M'-'W'---'1-"4R"-----------------L.and Surface Elev■Uon _________ _:1::.7:.:4-:.:.7=.0 _______ ]1LIJ1>DOou,.h __ Upgrodlenl_X_Downgrodlonl Scrooned Interval __________ .;;14~1"'.7::0-::.1::2~6.:.:.7::.D _____ .JJ.ul]Ll!P91U.1.U Wealher Condition• --------'y,.,e,.R.,YuHOW<.T,. • ..,HU.,..u,.,o,.__ _______ _ Dedicated Pump or Baller YES __ NO ....!...Jype ____ _ Air Temperature --------------------'"'--•-"--f Steel Guard Pipe Ar~und Caalng YES X NO Totel Woll Doplh (TWD) = _________ __;49.:;;•.;.10;;_ _____ 1'-/-'-100'-'--'h"-Locking Cop YES X NO Doplh lo Ground Woter (DGW) = ________ 38=.1;.:.2~----~J~/1~00~tt Protective PoaLIAbutmonl YES __ NO _x_ . Longlh of Woter Column (LWC) = TWD -DGW = ___ 1_2_.118 _____ _.1/"'1"'00'-"-h Well lntegrlly Sadatactory YES ...!_NO 1 Cooing Volumo (OCV) = LWC x .163 = ____ 2._1_8 ______ __.p"'•"-I Woll Yield LOW __ MODE RA TE _!_HIGH 3 C.aing Volume•; ___ .;;8-:.:35.:;... ____ _.ga=I ==-S=-la=ndo=•d=..;;E.:;;••=c:.:uoecl::;lon"'-V'"o"lu::;m;:.;.;;_o Remark■ __ ...;T_;.•.::m:::po.c.•cc•.c••:.;•.;.o.i;p...;ro'-'bo"--'o-"x._po...;■o=d-'lo:..:;;ox;;.;t...;ro"mc..:•...cho=•'-'t p'-'r-"lo.;.r_;.lo'--'-■a'-'m"'pl"l"-n"g __ _ llolhod of W■U EvacuoUon ____ T-"EF=-:L:::ON=:aBA:::l::L:E:_:R ________ _ Molhod of Sampto Collocllon ___ T;.;EF;;.;;L:.:ON;;_;_;B:.;Al=LE=-Rc.... ________ _ Total Volume of Water Removed 8.5 gal AELD ANALYSES VOWME PURGED (gallon■) TIME (mlUlllry) plt(5-U.) Ell Sp. Concl ( j!mhoalcm) Walor Tomp. ( "C) TURBIDITY (oubjoc:Uvo) • 0.25 15:03 5.92 - 34.1 25.8 1 • (1) aur (2) Sllghl (3) Modorata (4) High 2.5 16:13 5.38 - 48.0 18.2 4.5 6.5 18:18 18:30 5.15 4.94 -- 40.9 41.3 18.8 17.3 COUIIEHTS/08SERVATIOHS: __ ..:Sam=:::P::;led:.:...:•:.•..:.18:.::.30::;. ________________________________________ _ Hdlnto 10/87 ---- - - -- -- - - --- - - - - - - ------- - - --- -- - - Field Data Information Log for Ground Water Sampling Pogo_1_of _1 _ Sirrine Environmental Con1ultanta P.O. Box 24000 Greenvllle, SC 29616 Dalo (yrlmolcloy) ____ 90_181_29 ________________ _ Flolcl Ponionnel ____ _..H.,AwRA...,M .. u.,J .. {JOH""".,NSQN .... .._ __________ _ SIio Name --------'M"A'-'CON/==DOCK==E'-'R"'Y ___________ _ &ECJobt _____ --=G_,-9c:;168a:... ______________ _ WollDl _______ -_-_15 _______________ _ __ Upgrodlont_X_Downgrodlont Weather Condldona _____ _;Ww::,A118 .. Ms;, c .. 1 .. E .. A .. 811... ________ _ Air Temperature----------------------~ 80 "F TOlol WoU Depth (TWD) = ------------------=~ Dopth lo Ground Wotor (DGW) = --------==------"-'-""-"- Longlll of Wotor Column (LWC) = TWD -DGW = ----------"-'=.a. 51.50 11100N 38.41 J/lQOtt 13.09 1/100N 1 Collng Volume (OCV) = LWC x .183 = ___________ ...._-'-2.13 gal 3 C.alng Volumu = 8.40 gal = Standard EvacuaHon Volume llolllod of WoU EvocuoUon ____ T;.;EF:a...:L:.::ON;;.;.:B:..:A.:all::;E;:;R"----------- llolllod of Sample CollecUon ___ T_EF_LON __ B_A_ILE_· _R _________ _ Total Volume of Water Removed 10.5 al Cealng Diameter 2.0 lnchea -----------------==::::::.. Cuing M■terlal ____________ Sc_h_._40_P_v_c _______ _ lleaaurlng Point Elevation 1/100 ft -----------------===- Haight of Rleer (above land ourloce) 2.10 11100 H Land Surface ElovoUon ----------'-254-'-.7-"2 ______ .,JLJIJL>IOO,._.,_tt Screened lnlarval __________ ..;2:..:1.::;9·:.::2::.2·:.::20::;3:;;.9:..:2:.... ____ _.1(.i),cOO<.ttu. Dedicated Pump or Ballar YES __ NO ...!..Jypa ____ _ Stoel Guard Pipe Around C.alng YES X NO Locking Cap YES X NO Protecllva Poat/Abutment YES __ NO _x_ WaU Integrity SaUafaclory YES ..L_NO __ WaU Yield LOW ..!..._MODERATE __ HIGH Ramarka DUPLICATE SAMPLE TAKEN AELD ANALYSES VOLUME PURGED (gollona) TIIIE (mlUtory) pH (S.U.) .Eh Sp. Cond. ( 11mhoolcm) Wator Tomp. ( 'C) TURBIDITY (aubjoc:Uvo). 1 Utw 09:05 9.81 - 86.9 19.3 1 • (1) aoar (2) I (3) Mocloralo (4) High 2.5 4.5 09:08 09:13 8.10 7.55 -- 75.9 78.4 18.0 18.8 3 3 COIIIIENTSIOBSERVA TIONS: Water aurf■ce had yoUowlah appearance. Sampled well at 9:40. 6.5 6.5 10.5 09:21 09:28 09:37 6.45 5.99 5.68 --- 71.5 69.6 68.6 18.5 18.4 19.3 3 3 2 fldlnfo 10/87 - -- - - - -- - ----- --- - - - -·--- - -- - - -- ---- -- - Fleld Data Information Log for Ground Water Sampling Paa•_!.,_ of_..!,_ Dale (yrtmo/day) ___ .....:90~/c.,1,e,0l_,:16~--------''------ Fleld Peraonnel ____ ..,Ea.,:R"'IC"-"H"'IC"'K,.,S/=R,.K::,:Hu:A,.R,.DwZW=Es,l:,,G'---------- Sllo Name ------'M::,.A::,.C:::O=N/:.:D:.,OC=K,_,E,,R,_,Y'------------- SEC Job •------'G,ec·:e9c,:16e,8,_ ______ _.c. _______ _ wen ID•-------=M:.:W::;•;.!1::;SA::..._ ______________ _ __ Upgradlent_X_Downgradlent Weather CondlUona CLEAR. LIGHT WIND Air Tempera1ura __ _;22~ _______________ _,,60:::_.;."F,:_ Tolel wen Dep1h (TWD) = -----------=8:::.5:..:.4.:.7 _____ .:.1:..:,1.:.00~ff Depth to Ground Water (DGW) = _______ _;3:.,9c:,.36~-----'1"-11,.,oo"'-'H'- Length of Waler Column (LWC) = TWD. DGW = __ _;4.;;.6.:..:1.;.1 _____ _,_11:.,1.,::00,,_,_,_ff 1CaalngVolume(OCV)=LWC x .163 = ____ 1_.s_2 ______ ___.Qa:•:a.l 3 casing Volumes = ___ _:;22~-::;55::.._ ___ .JPi::a:.;I =:..:,Sle=nd::;a::r:::d.::E:.:.•::;ac:,u:::a:::.11:::on::..:.V:::ol::u::.:m::ec.. llethod of Well Evacuation ----=B::K.:.H:.:;AN=D;.:.P..:U:.::11:::.P _________ _ Method of Sample Collection __ _;Tc.:E:;.F.::L.:;ON;.c.;;B;.;.A.:.IL;;.E;;_R _________ _ Total Volume of Water Removed 110 al Sirrine Envlronmental corlaultant■ P.O. Box 24000 GrNnvllle, SC 29816 Casing Olemeter ____________ __:::..:.. ______ __:===-2.0 Inches Stalnleaa Steel CUlng llalerlal ___________ ...::..:==;;..::=.;._ _____ _ Measuring Point Elevation---------'==------....::.:=.!!. Height of Riser (above land aurtace) ------~-------'=~ Land Surface El!JV&tlon ----------===------..!!..!""-!!. Screened Interval ------------=-==::.:.-------"-'="- 257.29 1/100ff ·2.97 1/100H 254.32 1/100H 72.5-82.5 11100H Dedicated Pump or Baller YES _._NO ...!_Iype ____ _ Steel Guard Pipe Around Casing YES X NO Locking Cap YES X NO Protective Post/Abutment YES _!__NO Well Integrity Satisfactory YES ..!.,__NO Well Yield LOW __ MODERATE __ HIGH X Remarks _________________________ _ RELD ANAL VSES .voLUIIE PURGED (gallons) TIME (mllllery) pH (S.U.) Eh Sp. Cond. ( µmhos/cm) Waler Temp. ( 'C) TURBIDITY (subjective) • 85 1710 7.22 - 109 19 3 • (1) Clear (2) Slight (3) Moderate (4) High COIIMENTSIOBSERVA TIONS: Sampled wellat 18:00 Hdinfo 10/87 -- - - - - 100 1722 6.85 .. 94 19 3 -- 105 107.5 110 1730 1736 1739 6.83 6.76 6.76 -.. - 96 .. - 19 19 19 3 3 3 -- - - -- ---- - - - -- ------- Field Data Information Log for Ground Water Sampling ---- Sirrine Envlronmontal Consultant• P .0. Box 24000 Page_1_01_1_ Greenville, SC 29616 Dote (yr/mo/day) ____ 90=/8/:;;2;:;3;_ ______________ _ Casing Olameler 2.0 lnche■ --------------------===-Flokl Peraonnol ____ .,.sco,.,."-rr.,1SH...,.,E.,EHuAl!llllN ___________ _ CH Ing Material -----------'S-'T-'A'-IN::.:L;;cE..;.SS-'-"'S-'-T"E;:;EL=-------- Site Name _____ _:11::A::;CONl==DOCK==E"'R:.:Y ___________ _ Uoaaurlng Point Elevation _________ 1_sB_._e1 _______ 1;:.l1:.:00::::.:h-'- SEC Job • _____ ___,G:,:-,:.9_,,16,eBc.,_ ______________ _ Holght ol Rlaor (above land aurlaco) 2.18 1/100 ft WoU ID ll ______ -"ll'-'W'-•-'-16"-----------------·Land Surface ElevaUon __________ 1_5_7._79 ______ ...1JulJ.,.OO,._,,_h __ Upgradlent_X_Downgrodlont Screened Interval __________ _:1;:;30:;;..2::;~:..1:..:2:::0;:.29;;:__ ____ ...1]u/1"'00"-"-h Weath•r·condltlon■ -----~"'-1~1-------------Dedicated Pump or Bailer YES __ NO _!._Jype ____ _ Alr Temperature ____________________ a;:;s;_•...._f Steel Guard Pipe Around Casing YES X NO Total Well Deplh (TWD) = ----------'40::.:·.;:;29a,._ ___ ;___1::./::.:100=h-'-Locking Cap YES X NO Deplh to Ground Water (DGW) = _______ ...:3:::2:::.9:,.7 _____ .11/uJ.,oo....,_tt Protectlve·PoaVAbutment YES No_x_ Lenglh ol Water Column (LWC) = TWD. DGW = ___ 7_.3::.:2;_. ____ __..11..:.lOO=h,,_ Well Integrity SatJalactory YES ...!,__NO 1 Cooing Volume (OCV) = LWC x .183 = ____ 1_.1_e ______ _,o;;a;.I Woll Yield LOW 2...._IIODERATE __ HIGH 3 C.alng Volume■ = _. __ ;:;3-.;:;58a..... ____ .,.D;:;•l:..;=:..;S;:;te;::;ndar=::.;d::...:::E•:.:ec=ua;:;t::;:lo;;;n:..;Y:.:o;;;lu::m:;;e:_ Remark•--------------------'----- Method of Woll EncuaUon ____ T:.:E;af~L:::ON::..:..:B::Aa:l::LE:R:.;_ ________ _ Method ol Sample CollecUon __ _;T..:EF:....::LON=..:8;.;.Al.:.L.:.E.:.R.;._ ________ _ Total Volume of Water Removed 4.0 al AELD ANALYSES VOWIIE PURGED (gallona) TIME (mlUtery) pH (S.U.) Eh Sp. Cond. ( µmhoo/cm) Waler Temp. ( "C) 1\JRBIDITY (aubjocUve) ' 4.0 09:30 7.21 - 168.7 18.8 4 ' 1) a-(2) SUght (3) llodarate (4) High COIIIIENTS/OBSERVATIONS: ------------------------------------------------- Hdlnto 10/87 - - - - - - - - -- - - ------ - - ------- - - -- - - Field Data Information Log for Ground Water Sampling P19e __!,_ol _1 _ Date (yr/mo/day) ____ ,:90:,l..:.10:,1..:.16,,_ ______________ _ Fleld Paraonnel ____ _,E.,R,,IC"-'-H"'IC"'K,:Sl,=R.,,,IC:,.H,cA,.R,..D:..,l.W=E='l,,Gc._ _______ _ SltoName ______ :M:::A:::CO=Nl:.:DOC=~K~E~R~Y=-------------- SEC Job 1, _____ .....::G:.;;·9:.;1c,:6,:.8 ______________ _ won ID ••--------=-=...;·1:,:8__: ______________ _ __ Upgradlenl_X_Downgradlonl Weather CondlUono CLEAR. LIGHT WIND Air Temperature ----=22=----------------~80~-•~F Total Well Depth (TWD) = _________ _;;5..;.1.:;:6:::.5 _____ -'1'-'/1..;.00~h Depth to Ground Water (DOW) = _______ ...;34=.66:::... _____ 1'-'/-"100=,h,- Langth of Water Column (LWC) = TWD • DGW = ___ 1_6_.99 _____ ~1"-/1,_,00=.h 1 Cuing Volume (OCV) = LWC x .163 = ____ 2_.n _______ _..ac.c..l 3 Ceslng Volumes = ___ ..:8:::.3:..:1 ____ __,g,:a::.I ;:.=.:S.::ta:;;n:,:d::;arc:d:.:E:.:Vc:IC:::.U=:a:.:1:;:lo:::n...;V..:o:::lu::.m.::•:.... Method of Well Evacuation ___ _;;T..:E"-FL:::.ON;;...;...;.B_A_IL'-E'-R _________ _ Method ol Sample Collection ___ T_E_F_L_ON_B_A_I_LE_R _________ _ Total Volume of Water Removed 40 al Slnlne Environmental Con•utlanta P.O. Box 24000 Oreenvllle, SC 29818 Casing Olameter ____________ _;:;.:.. ______ .....c== 2.0 Inches Stalnle■■ Steel Casing Malorlal ___________ ....:..:==~='-------- Measuring Point Elevation-----------------....::.== 242.54 1/100 h Height of Riser (above land aurlace) _____ __:::..:___: ______ ::..:.:= 2.11 1/100H Land Surface Elevation -----------===-------""'-"".!!. 240.43 1/100 h Screened Interval __________ ....:::::.:::;:::;:::.,_ ______ ..!!..!=!!. 34.5-49.5 1/100 h Dedicated Pump or Baller YES __ NO _.lL!ypo ____ _ Steel Guard Pipe Around Casing YES X NO Locking Cap YES X NO Prolecllve PoaVAbutment YES _X_NO Woll Integrity 5allafactory YES ...l\__NO Well Yleld LOW __ MODERATE 2._HIGH Remarks _________________________ _ FIELD ANALYSES VOLUME PURGED (gallons) TIME (mllltary) pH(S.U.) Eh Sp. Cond. ( µmhos/cm) Water Temp. ( 'C) TURBIDITY (subjective) • ·7 0909 7.5 - 074 17 4 • (1) Clear (2) Slight (3) Moderate (4) High COMMENTS/OBSERVATIONS: Sampled at 11 :45 fldlnfo 10/87 - -- -- - 14 0944 6.49 - 050 17 4 -- 25 38 . 40 1030 1112 1138 5.92 5.67 5.67 .. -- 039 035 037 19 19 19 4 4 4 - - -- -- -- -- - - ----- - -- -- - - -- Field Data Information Log for Ground Water Sampling Date (yr/mo/dlly) ___ _,90=11.:,0ic,.18,:_ _____________ _ Reid Per9onnel ____ _,E.,_R""IC"-"H-,JCKa,,SIR,=ICH="'A"'R"'D'-''ZW=E.,1.,.G'--------- Slte Nome ------~M~A:::,C:::,ON/~DOC~::!K~E:!R~Y~----------- SEC Job t _____ _,,0:::-9:..:1.::88,:_ _____________ _ WeU ID t, ______ _:MW=•.:20:::.... ______ .;_ _______ _ __ Upgradlent_X_Downg'9dlent WHlher Conditions CLEAR LIGHT WIND Air Tempereture __ ....!::20"------------------==---' 80 "F Tolel Well Depth (TWO) = -----------=c:..:::.:.... ____ _,_:..:,:;:::.,:_ 57.99 1/10011 Depth to Ground Water (DOW)=--------==='-------"-== 32.24 1/100 ft Length of Water Column (LWC) =TWO· DOW= __ _=.;:.:: _____ ...!'-'.,,,..!.!.. 25.75 1/100 ft 1 casing Volume (OCV) = LWC x .163 = ___________ __..::. 4.20 gal 3 Casing Volumes= 12.59 gal= Standard Evacuation Volume Method ol Well Evacuallon ____ T:.:E:::F.:L;:ON=B::;A:.:l;:L:E:.:R _________ _ Method of Sample Collecllon __ _;TE=F.=L:ON.:.:..:B:.:A.:;1::;LE:.:R.;_ ________ _ Total Volume ot Water Removed · 32.5 el Slrrtn• Environmental conauttanta P.O. Box 24000 Oreenvllle, SC 29616 Casing Olameter ____________ .....:;:.:... ______ _,_===-2.0 lnchea StalnleH Steel caslng Material ______ ...;... ____ ..:.:==~='------- lleaaurlng Point Elevadon ________ ....:;=C.:....-------"-'=-'-'-265.15 1/100 ft Helght of Riser (above IBnd aurfaca) ---------------'=~ 2.79 1/100 ft Land Surface Elevation _________ ..e,=:::....-------"-'=.!.!.. 262.38 11100ft Screened Interval ----------....=c=="'-------=='"-35.0-50.0 1/10011 Dedlceted Pump or Beller YES __ NO ...!....Jype ____ _ Steel Guard Pll)e Around Casing YES X NO Locking Cap YES X NO Protective Poat/Abutment YES _!,_NO Well lntegrlly Satlatactory YES ...!_NO Well Yield LOW __ MODERATE _!._HIGH Remarks _________________________ _ AELD ANALYSES VOLUME PURGED (gallons) TIME (mllltary) pH (S.U.) Eh Sp. Cond. ( µmhos/cm) Water Temp. ( °C) TURBIDITY (subjecllve) • 25 1027 7.29 - 126 19 3 • (1) Clear (2) Slight (3) Moderele (4) High 27.5 1045 6.88 - 112 19 3 30.0 32.5 1057 1109 7.18 7.25 .. - 110 143 18.5 19 3 3 COMMENTS/OBSERVATIONS: __ _;Sa:::;m:!p.:.l•:..:d:..:•:..:1..:1.:.109::..:.......c ________________________________________ _ fldlnlo 10/87 - - ... - - -- - - ---·----- -- I I I I I I I I I I I I I. I I I I I APPENDIX I I SLUG TEST ANALYSES I I I 1-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 I I I- I I I I I I Equation Used to Calculate Hydraulic Conductivity where: K = rc2 In (Rec/rwl _1 In ~. K = Le = y = rw = re = re' = Re = 2Le t yt hydraulic conductivity of aquifer around well; length of screen; vertical difference between water level inside well and static water table outside well; radial distance of undisturbed portion of aquifer from center line: well radius; • _ equivalent value of re used which accounts for the thickness and porosity of the ground pack when the water level rises within the well screen (calculated as wrc2 + w(rw2 -rc2)n, where n = porosity). effective radial distance over which y is dissipated. To evaluate Re a set of dimensionless parameters A, B, and C which are plotted as functions of Le/rw are provided in Bouwer and Rice (1976) and used in the following equations: for Lw < H: In Re = r 1.1 rw ( ln(Lw/rw) + A + Bln((H -Lwl/rw)-1 ) Le/rw ] and for Lw = H: In Re = ( 1.1 + C r1 rw ( ln(Lw/rw} Le/rw ] (B~uwer, 1989) I I I I I I I I I I I I I I I I I I I ---- - --SUl!ARY OF FIELD PERMEABILITY TEST RESULTS -I SLUG TEST ANALYSIS -IIODIFIED BaMR-RICE METHOO Cl tent : MACON/DOCKERY Location: CORDOVA, NC Job Nld>Or: 69168 Analysts Date: JAN 11, 1990 Porosity of the send peck: 0.30 lleU . .-, Rc(ft) . Rc'(ft) Le(ftl Rw(ft) Le/lw Lw(ft) --- H(ft) A I C Yo( ft) Yt(ft) t(MC) K(ft/aec> K(ft/day) ··-···· -······ ·-····· -······ ···-·· •...••....•...••.....•....• ------· ...•.•....•... ·····-· -······· ........• ,..-,ore 0.083 0.083 10.00 0.417 23.98 21.29 90.0 2.200 D.400 1.750 1.046 0.561 600.00 7.83£-D7 0.07 ... -,orb 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 7.49£-07 0.06 ,.._ 10f■ 0.083 0.083 10.00 0.417 23.98 21.29 90.0 2.200 0.400 1.750 1.oa 0.696 600.00 9.12E-07 0.08 ,_.-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 ,.._,,, 0.083 0.083 10.00 0.417 23.98 23.64 100.0 2.200 0.400 1. 750 .1-227 0.5 no.oo 9.52E-07 0.08 ,.._ 11 f 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 a.66e-01 0.07 ... -,2r 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 ,.._,Zf 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 a.o3E-o7 0.07 ,..-19r 0.083 0.083 10.00 0.417 23.98 11.75 75.0 2.200 0.400 1. 750 1 .2911 0.153 360.00 4.05E-06 0.35 .... 19f 0.083 0.083 10.00 0.417 23.98 11. 75 75.0 2.200 0.400 1 .750 1.574 o. 12a 480.00 3.57E-06 0.31 ---- - -------·----- &i K(Clll/lec) ......... 2.39£-05 2.28E·05 2.78E·05 2.95E·05 2.90E·05 2.64E·05 4.74E-05 2.45E-05 1.23E·04 1.09£-04 - - - -------------------' SU!MART Of FIELD PERMEABILITY TEST RESULTS SLUG TEST AIIAI.TSIS • NOOIFIED IIONER·RICE NETHOO Client: IIACON/DOCl(ERT SITE STEERING COIOIITTEE Location: CORDOVA, NORTH CAROLINA Job N.-e: G-9168 AnalY9!1 O■to: 10/2/90 Asauned porosity of the tend p 0.30 well re re• Le rw Lw " yo yt t K K K N..,.r feet feet feet feet Le/rw feet fNt fHt feet HC ft/1ec ft/day CII\/IOC Ml·2A 0.083 0.083 10.00 0.333 30.03 41. 75 41. 75 1.33 0.36 6.0 •••••••• 22.19 7.83E·03 Ml-05 0.083 0.195 15.00 0.333 45.05 16.53 16.53 7.29 2.10 60.0 •••••••• 6.71 2.37E·03 M1·06 0.083 0.195 5.39 0.333 16.19 5.39 5.39 3.90 2.34 120.0 ·····~·· 2.67 9.41E·04 Ml-07 0.083 0.195 8.54 0.333 25.65 8.54 8.54 1.45 0.76 18.0 ........ 16.71 5.89E-03 M1·08 0.083 0.195 8.35 0.333 25.08 8.35 8.35 0.33 0.21 600.0 •••••••• 0.38 1.35E·04 Ml·BA 0.083 0.083 10.00 0.333 30.03 34.19 34.19 1.39 0.60. 240.0 •••••••• 0.34 1.21E·04 Ml-09 0.083 0.195 8.450 0.333 25.38 8.45 8.45 0.311 0.28 720.0 ........ 0.20 7.02E-05 P11A 0.083 0.083 10.000 0.333 30.03 48.85 48.115 1.51 0.60 120.0 •••••••• 0.79 2. 79E-04 Ml-13 0.083 0.195 13.810 0.333 41.47 13.81 13.81 0.64 0.25 240.0 •••••••• 1.34 4.nE-04 M1·14R 0.083 0.195 13.830 0.333 41.53 13.83 13.83 0.34 0.23 300.0 •••••••• 0.42 1.49E-04 M/·15 0.083 0.195 14.750 0.333 44.29 14.75 14.75 0.40 0.23 600.0 •••••••• 0 .31 1. 08E-04 N\1·16 0.083 0.195 7.130 0.333 21.41 7.13 7.13 1.17 0.34 90.0 •••••••• 7.24 2.55E·03 NOTES: Tests have been analyzed according to Bouwer end Rice (1976), and Bouwer (1989) ------------------- -------------------' MACON/DOCKERY CORDOVA, NC SLUG TEST FOR WELL MW-2A Yt(FT) • 1 ~. 0.1 0.01 .0 - ' '-......... 'r-... ~- 0.1 MODIFIED BOUWER-RICE METHOD DATE: 30 AUGUST 1990 . Rising Head Test . • • .... • . '-'- '- "' ......... ...... 0.2 0.3 TIME (MINUTES) . . 0.4 0.5 - - --·-- - - - - - - - - - - - - - - -----·-.... ---·--- - - - - - ' MACON/DOCKERY CO.RDOVA, NC Yt(FT) 10 1 ~ 0.1 0.01 ::-c 0.001 0 0.5 ...._ 1 SLUG TEST FOR WELL MW-05 Rising Head Test ~~ ~ ....... • . ......... • ............... 1.5 2 2.6 3 3.6 TIME (MINUTES) MODIFIED BOUWER-RICE METHOD DATE: 31 AUGUST 1990 • 4 4.5 6 ------------------- -------------------' MACON/DOCKERY CORDOVA, NC . SLUG TEST FOR WELL MW06 Yt(FT) 1 ~ 0.1 0.01 0 ' • ~ • • • -.. ~ -.. . . -... 1 2 MODIFIED BOUWER-RICE METHOD DATE: 30 AUGUST 1990 Rising Head Test - 3 4 5 TIME (MINUTES) - 6 -· 7 - - -· - - - - - - - - - - - - - - - - --- - --- - -- - - - - - - - ---· ' MACON/DOCKERY CORDOVA, NC SLUG TEST FOR WELL MW-07 Yt(FT) Rising Head Test 10 .. _ - 1 --. ------ 0.1 . ~ • 0.01 O 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 1.1 1.2 TIME (MINUTES) MODIFIED BOUWER-RICE METHOD DATE: 30 AUGUST 1990 -· .... --~---------------- ---·-- - - - - - - - - - - - - - -I MACON/DOCKERY CORDOVA, NC SLUG TEST FOR WELL MW:-08 Yt(FT) 1 • . . - 0.1 0.01 0 \. "'. - 5 10 MODIFIED BOUWER-RICE METHOD DATE: 31 AUGUST 1990 Rising Head Test ---• • • 15 20 25 TIME (MINUTES) • • 30 35 ------------------- ---·-- - - - - - - - - - - -- - - ' MACON/DOCKERY CORDOVA, NC SLUG TEST FOR WELL MW-09 Yt(FT) Rising Head Test 1 I . • -• • • \. . • • . • . . - 0.1 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 TIME (MINUTES) MODIFIED BOUWER-RICE METHOD DATE: 31 AUGUST 1990 --~---------------- -------------------' MACON/DOCKERY CORDOVA, NC SLUG TEST FOR WELL MW-8A Rising Head Test Yt(FT) \. 1 ~ • ' ... ....... "~ "'- "' I',_ ,~-~ . "-.; ~ • • "' ' ~ . r--... 0. 1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 MODIFIED BOUWER-RICE METHOD DATE: 30 AUGUST 1990 TIME (MINUTES) --- - - - - - - - - - - - - - . - - --: -------------------' 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 Falling Head Te~t . 4 6 6 7 TIME (MINUTES) 8 9 10 - - - -/-- - - - - - - - - - - - - - - - - - - - --- - - -- - - - - -· -I 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 Rising Head Test 4 5 6 TIME (MINUTES) 7 8 9 10 ------------------- -------------------' MACON/DOCKERY CORDOVA, NC SLUG TEST FOR WELL MW-10 Falling Head Test 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 Rising Head Test 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 Falling Head Test 1 0. 1 L___t__J____J___J___j__ _ _L___j___...J...____,_ _ _j_____J_ _ _J____JL___L__L____J 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-11 Rising Head Test Yt(FT) 10c==r:==:::r=:::::::::i:==::::i:::==i==::::::i===::i:::::::::i:==::::i=::::::::i===i===i===i===::i===i 1 • . . 0.1 L____J__.....L.._ __ L...___.__...J..___J__.....J...._.,_-----'-_ _,.___L..-__,__...,_____,'-----' 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 TIME (MINUTES) MODIFIED BOUWER-RICE METHOD DATE: 17 JANUARY 1990 ------------------- - - - - - - - -·--- - - - - - - - . -' MACON/DOCKERY CORDOVA, NC SLUG TEST FOR WELL P11A Yt(FT} 10 ~ 1 •- 0.1 -...... ---..... --....., ..... Rising Head Test ~ • - ~ ---.._. ' '- 0.01 0 2 4 6 8 MODIFIED BOUWER-RICE METHOD DATE: 30 AUGUST 1990 TIME (MINUTES} . • 10 . 12 - - -·-- - - - - - - - - - - - - - - -------------------' 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 Falling Head Test . 4 5 6 TIME (MINUTES) 7 8 • 9 10 ------------------- -------------------' MACON/DOCKERY CORDOVA, NC SLUG TEST FOR WELL MW-12 Yt(FT) 10 1 0.1 0.01 0 - \. ,_ •• ··-... . ... ... • • 1 2 3 MODIFIED BOUWER-RICE METHOD DATE: 17 JANUARY 1990 Rising Head Test 4 5 6 7 TIME (MINUTES) 8 9 10 - - - - - - - - ------ - - - -------' MACON/DOCKERY CORDOVA, NC SLUG TEST FOR WELL MW-13 Yt(FT) Rising Head Test I 1 \ --•. -----. .. --......... ---i---..._ . 0.1 -------=---:_: • . 0.01 0 2 4 6 8 MOD.IFIED BOUWER-RICE METHOD DATE: 31 AUGUST 1990 TIME (MINUTES) • • . - 10 12 --------. ' __ "' _______ _ MACON/DOCKERY CORDOVA, NC SLUG TEST FOR WELL MW-14R Yt(FT) 1 • . . . \ ' - 0. 1 0.01 0 _,. • Rising Head Test . . ------r----_ ._. • 5 10 15 20 TIME (MINUTES) MODIFIED BOUWER-RICE METHOD DATE: 30 AUGUST 1990 . ·-.. • . 25 , . 30 ------------------- -------------------' MACON/DOCKERY CORDOVA, NC SLUG TEST FOR WELL MW-15 Rising Head Test Yt(FT) • 1 • . ' " ' ~ -,..__ ----~ 0.1 0.01 0 5 . 10 MODIFIED BOUWER-RICE METHOD DATE: 31 AUGUST 1990 r--:_. - 15 20 25 TIME (MINUTES) • • . . 30 35. 40 - - -· - - - - - - - - - - - - - - - - -------------------' MACON/DOCKERY CORDOVA, NC SLUG TEST FOR WELL MW-16 Yt(FT) Rising Head Test 10 1 ~ -.... 0.1 ......... r----...... ~ ..... r--...... 0.01 r--,......_ ' ,... 0.001 · 0 0.5 1 1.5 2 . 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 TIME (MINUTES) MODIFIED BOUWER-RICE METHOD DATE: 31 AUGUST 1990 --~---------------- -·-- - --- - --------- - -' 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 Falling Head Test ........ ... • ............... • ----,--.....__ 4 5 6 TIME (MINUTES) • • .......... r---_ • i-------..___ 7 8 ' • 9 10 - - - - - --- --·-- - - - - - -------' MACON/DOCKERY CORDOVA, NC SLUG TEST FOR WELL MW-19 Rising Head Test Yt(FT) 10 1 ~. -~ ------------ 0.1 0 1 2 3 4 MODIFIED BOUWER-RICE METHOD DATE: 17 JANUARY 1990 TIME (MINUTES) ·-------=--,__ 5 • -------. 6 ------------------- I I I I I I I I I I I I I I I I I APPENDIX J I I SAMPLE ANALYTICAL RESULTS I I I 1-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 I 1. I I I I I I I Macon/Dockery RI Analytical Data Flag Summary ORGANICS DATA FLAG SUMMARY A-The TIC is a suspected aldol-condensation product. B-Analyte detected in the associated blank. Result not corrected. C-Pesticide results confirmed by GC/MS. D-Sample diluted for this analyte. E-Estimated result. Analyte concentration exceeded the instrument · calibration range. J-Estimated result. Analyte detected at less than the Sample Quantitation Limit. U-Analyte analyzed for but not detected. INORGANICS DATA FLAG SUMMARY B-Analyte detected at less than the Contract Required Detection Limit, but greaier than the Instrument Detection Limit. E-Estimated result due to the presence of interference. M-Duplicate injection precision criteria not met. N-Spiked sample recovery outside control limits. S-Determined by Method of Standard Addition. U-Analyte analyzed for but not detected. W-Post-digestion Spike for Furnace AA analysis is out of control limits. Sample absorbance is less than 50% of spike absorbance. •-Duplicate analysis not within control limits. +-Correlation coefficient for MSA is less than 0.995. 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 I I I I I I I I I I I I I ----OJMPUCHEM lABOPATORIES case Narrative #17902 SDG #01 Contract #(2-88)-REVS CompuChem Laboratories, Inc. SAMPLE IDENTIFICATIONS: 9168SW2-l, 9168SW8-l, 9168SW9-l, BOM-lR, PON-lR, SL-lR, sw-1-1, SW-3-1, SW-3-2, SW-4-1, SW-5-1, SW-6-1, SW-7-1, LABPURE, TB-1, 9168-TB-l These samples were received in good condition, with the proper chains-of-custody ( coc), sealed in a cooler on September 22, 29, and 29, 1989. Analyses were scheduled in accordance with the COC. Volatile, semivolatile, and pesticide analyses were performed as requested on these samples. Holding time requirements were met for all of these samples. All eertinent Quality Assurance and Laboratory notices for CASE# 17902, SDG# 01 are included in the sample data package. VOLATILES: There were Target Compound List {TCL) volatile analytes identified above the Contract Required Quantitation Limits (CRQLs) in one of these samples. Tentatively Identified Compounds (TICs) were found in one of these samples. The associated instrument blanks, matrix spike (MS), and matrix spike duplicate (MSD) met all quality control requirements. The relative percent difference of one of the spike analytes was flagged as an outlier. The spikes are reported with reference to this qualifier. SEMIVOLATILES: There were TCL semivolatile analytes identified above the CRQLs in two of these samples. one TIC was found' in one of these samples. Several of these sample were extracted using an initial volume of 500ml which was concentrated to 0.5ml. The associated method blanks, MS, and MSD ·met all quality control requirements. The percent recoveries of two spike analytes were flagged as outliers in the MSD. The relative percent difference of one spike analytes was flagged as an outlier. The spikes are reported with reference to this qualifier. t. 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 I I I I I I I I I I I I I Q)MPUCHEM lABORATORlES I certify that this data package is in compliance with the terms and conditions of the contract, both technically and for completeness, for other than conditions detailed above. Release of the data contained in the hardcopy data package has been authorized by the Laboratory Manager or his designee, as verified by the following signature. Note: This report accountability Daniel E. Boone, Jr. TECHNICAL REVIEWER DATE 10/21/89 is paginated in decreasing for reference and numerical sequence_. COMPUCHEM LABORATORIES. INC. P.O. Box 12652 3308 Chapel Hill/Nelson Highway Research Triangle Park. NC 27709 (919) 549-8263 I I I I I I I I I I I I I I I I I I I I B I I I I I I I I I I I I I I I I I WMPUCHEM lABOPATORIES Case Narrative -Case# 17902 SOG No. 01 Contract: (2-88)REVS CompuChem Laboratories, Inc. SAMPLES: BOM-lR, PON-lR, SW-J-2, SL-lR, SW-1~1, SW-J-1, SW-4-1, SW-5-1, SW-6-1, SW-7-1, 9168SW2-l, 9168SW8-l, 9168SW9-l Attached are the pertinent Quality Assurance notices dealing with the analysis of thirteen (13) water samples associated with case 17902, SDG No. 01. The samples were scheduled for pesticide analysis. PESTICIDES: The pesticide fraction met the ho.lding time requirements initially. However, the original, MS and MSD were required to be re-extracted due to the original sample being inadvertently spiked. The associated samples contained no confirmed levels of any target compounds. Sample 916BSW9-l / CCN 288529 was used to prepare the MS/MSD and was performed within the required holding time for the method. Due to a laboratory accident, the original sample was inadvertently spiked with the spiking standard used in the preparation of the MS/MSD. Consequently, spike percerit recoveries could not be calculated. Under normal circumstances, a repeat extraction would be performed for the sample, CCN 288529 / 916SSW9-l, however, sufficient raw ·sample was not.available. The MS/MSD QC samples were re-extracted using different original sample, and the re-extraction took place outside holding times. However, these results were comparable with the original sample extraction which took place within the regulatory holding time. Acknowledging the presence of the six spiking compounds and because further analysis cannot be performed, we are reporting the data for ·this sample with reference to a qualifier. All surrogate recoveries were within the control limit. I certify that this data package is in compliance with the terms and conditions of the contract, both technically and for completeness, for other than the conditions detailed above. Release of the data contained in this hardcopy data package and in the computer-readable data submitted on floppy diskette has been authorized by the Laboratory Manager or his designee, as verified by the following signature: ~ _ tl...,',/a... 1 '-'(_ ~ Andershock Technical Reviewer October 20, 1989 NOTE: This report is paginated for reference and accountability in decreasing numerical sequence. COMPUCHEM LABORATORIES. INC. P.O. Box 12652 3308 Chapel Hill/Nelson Highway Research Triangle Park. NC 27709 (919) 549-8263 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 I I I I I I I I I I I I I CDMPUCHEM lABOPATORlES Case Narrative -Case# 17902 SDG No. 01 . Contract: (2-68)REVS CompuChem Laboratories, Inc. SAMPLES: BOM-lR, PON-IR, SW-3-2, SL-lR, SW-1-1, SW-3-1, SW-4-1, SW-5-1, SW-6-1, SW-7-1, 9168SW2-l, 9168SW8-l, 9168SW9-1 Attached are the pertinent Quality Assurance notices dealing with the analysis of thirteen (13) water samples associated with case 17902, SDG No. 01. The samples were scheduled for pesticide analysis. PESTICIDES: The pesticide fraction met the holding time requirements initially . However, the original, MS and MSD were required to be re-extracted due to the original sample being inadvertently spiked. The associated samples contained no confirmed levels of any target compounds. Sample 9168SW9-l / CCN 288529 was used to ~repare the MS/MSD and was performed within the required holding time for the method. Due to a laboratory accident, the original sample was inadvertently spiked with the spiking standard used in the preparation of the MS/MSD. Consequently, spike percent recoveries could not be calculated. Under normal circumstances, a repeat extraction would be performed for the sample, CCN 288529 / 9168SW9-l, however, sufficient raw sample was not available. The MS/MSD QC samples were re-extracted using different original sample, and the re-extraction took place outside holding times. However, these results were comparable with the original sample extraction which took place within the regulatory holding time. Acknowledging the presence of the six spiking compounds and because further analysis cannot be performed, we are reporting the data for this sample with reference to a qualifier. All surrogate recoveries were within the control limit. I certify that this data package is in compliance with the terms and conditions of the contract, both technically and for completeness, for other than the conditions detailed above. Release of the data contained in this hardcopy data package and in the computer-readable data submitted on floppy diskette has been authorized by the Laboratory Manager or his designee, as verified by the following signature: ~ • <Z.o,i,,, 2 f'.-(_ Bett.yj Andershock Technical Reviewer October 20, 1989 KOTB: This report is paginated for reference and accountability in decreasing numerical sequence. I I I I I I I I I I I I I I I I I COMPUCHEM LABORATORIES. INC. P.O. Boa 12852 3301 Chapel Hill/Net10n Higr,way Rnearcn Triangle Park. NC 27709 /919) 549-8283 I i I I I I I I I I I I I I I I I I I I I I lA VOLATILE ORGANICS ANALYSIS DATA SHEET NO .• EPA SAMPLE Lab Name: COMPUCHEM LABS Contract: 12-881-REVS 9168-TB-l L -I Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: .,,_Q._l __ Matrix: (soil/water) WATER Lab Sample ID: ....___1 288531 Sample wt/vol: 5.0 (g/mL) ~ Lab File ID: C2R88 5J1Cl 2 Level: (low/med) ~LO~W,,__ Date Received: 09/22/89 I % Moisture: not dee. • Date Analyzed: 09ns182 column: (pack/cap) ~cA ..... P __ Dilution Factor: &l~,o"----I I I I I I I I I I I I CAS NO. COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 74-87-3---------Chloromethane 74-83-9---------Bromomethane 75-01-4---------Vinyl Chloride 75-00-3---------Chloroethane 75-09-2---------Methylene Chloride 67-64-1---------Acetone 75-15-o---------carbon Disulfide 75-35-4---------1,1-Dichloroethene 75-34-3---------1,1-Dichloroethane 540-59-0--------1,2-Dichloroethene (total)_ 67-66-3---------Chloroform 107-06-2--------1,2-Dichloroethane 78-93-3---------2-Butanone 71-55-6---------1,1,1-Trichloroethane 56-23-5---------carbon Tetrachloride 108-05-4--------Vinyl Acetate 75-27-4---------Bromodichloromethane 78-87-5---------1,2-Dichloropropane 10061-01-5------cis-l,3-Dichloropropene 79-01-6---------Trichloroethene 124-48-1--------Dibromochloromethane 79-oo-s---------1,1,2-Trichloroethane 71-43-2---------Benzene 10061-02-6------Trana-l,3-Dichloropropene __ 75-25-2---------Bromoform 1oa-10-1--------4-Methyl-2-Pentanone 591-78-6--------2-Hexanone 127-18-4--------Tetrachloroethene 79-34-5---------1,1,2,2-Tetrachloroethane __ 108-88-3--------Toluene 108-90-7--------Chlorobenzene 100-41-4--------Ethylbenzene 100-42-s--------styrene 1330-20-7-------Total Xylenes FORM I. VOA --- -·---·--- . . •-1 tV Q 10. u 10 u 10 u 10 u 1 BJ 10 u 5 u 5 u 5 u 5 u 5 u 5 u .10· ·u 5 u 5 u 10 u 5 u 5 u 5 u 5 u 5 u • 5 u 5 u 5 u 5 u 10 u 10 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 1/87 Rel I I I I I I I I I I I I I I I I I I I I lE VOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: COMPUCHEM LABS Contract: (2-88)-REVS Lab Code: COMPU case No.: 17902 SAS No.: SDG Matrix: ( soil/water) WATER Lab Sample ID: Sample wt/vol: 5,0 (g/lllL) Ill,_ Lab File ID: Level: (low/med) LOW Date Received: \ Moisture: not dee. Date Analyzed: EPA SAMPLE NO •• 9168-TB-l L -I No. : 01 288531 C2R88531Cl~ 09/22/89 09/;?8/89 Column (pack/cap) CAf Dilution Factor: -1~,0~-- I I I I I I I I I I I I I I Number TICS found: ___Q CAS NUMBER ~---r. -1•----.1 COMPOUND NAME CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L RT EST. CONC. FORM I VOA-TIC Q 1/87 R~, I I I I I I I I I I I I I I I I I I I lA EPA SAMPLE VOLATILE ORGANICS ANALYSIS DATA SHEET 9168SW2-l Lab Name: COMPUCHEM LABS Contract: {2-88)-REVS Lab Code: COMPU case No.: 17902 SAS No.: SDG No.: ~9-1 __ Matrix: ( soil/water) WATER Lab Sample ID: 288530 Sample wt/vol: 5,0 (g/mL) Ml,__ Lab File ID: CR088530Cl2 Level: (low/med) . LOW Date Received: 09/22/89 t Moisture: not dee. Date Analyzed: 09/28/89 Column: (pack/cap) CAP Dilution Factor: 1.0 CONCENTRATION UNITS: CAS NO. COMPOUND (ug/L or ug/Kg) l,l!,i/1, Q 74-87-3---------Chloromethane 10 u 74-83-9---------Bromomethane 10 u 75-01-4---------Vinyl Chloride 10 u 75-00-3---------Chloroethane 10 u 75-09-2---------Methylene Chloride 5 u 67-64-1---------Acetone 10 u 1s-1s-o---------carbon Disulfide 5 u 75-35-4---------1,1-Dichloroethene 5 u 75-34-3--~------l,l-Dichloroethane 5 u 540-59-0--------1,2-Dichloroethene (total)_ 5 u 67-66-3---------Chlorotorm 5 u 107-06-2--------1,2-Dichloroethane 5 u 78-93-3---------2-Butanone 10 u 71-55-6---------1,1,1-Trichloroethane 5 u 56-23-5---------carbon Tetrachloride 5 u 108-05-4--------Vinyl Acetate 10 u 75-27-4---------Bromodichloromethane 5 u 78-87-5---------1,2-Dichloropropane 5 u 10061-0l-5------cis-l,3-Dichloropropene 5 u 79-01-6---------Trichloroethene 5 u 124-48-1--------Dibromochloromethane 5 u 79-00-s---~-----1,1,2-Trichloroethane 5 u 71-43-2---------Benzene 5 u 10061-02-6------Tran■-l,3-Dichloropropene __ 5 u 75-25-2---------Bromotorm 5 u 1os-10-1--------4-Methyl-2-Pentanone 10 u 591-78-6--------2-Hexanone 10 u 127-18-4--------Tetrachloroethene 5 u 79-34-5---------1,1,2,2-Tetrachloroethane __ 5 u 108-88-3--------Toluene 5 u 108-90-7--------Chlorobenzene 5 u 100-41-4--------Ethylbenzene 5 u 100-42-s--------styren• 5 u 1330-20-7-------Total Xylenes 5 u a I I I I I I I I I I I I I FORM I VOA 1/87 Rel I I I I I I I I I I I I I I I I I I I I lE VOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: COMPUCHEM LABS contract: 12-88)-REVS EPA SAMPLE 9168SW2-l Lab Code: CQMPU Case No.: 17902 SAS No.: SDG No.: ~0-1 __ Matrix: (soil/water) WATER sample wt/vol: 5.0 Level: (low/med) LDW I Moisture: not dee. colwnn (pack/cap) CAf Number TICs found: ___Ji CAS NUMBER (g/m.L) m...._ Lab Sample IO: Lab File ID: Date Received: Date Analyzed: Dilution Factor: CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 288530 CR0BB530Cl2 09/22/89 09/2S/S9 1,0 COMPOUND NAME RT EST. CONC. Q FORM I VOA-TIC 1/87 NO .• - I I I I I I I I I I I I I RI I ST '-• :PI\IZ 711 c: ,,_J I I I I I I I I I I I I I I I I I I I lA VOLATILE ORGANICS ANALYSIS DATA SHEET Lab Name: COMPUCHEM LABS Contract: r2-88l-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG Matrix: (soil/water) WATER Lab Sample ID: Sample wt/vol:· 5.0 , (g/mL) Mk__ Lab File ID: Level: (low/med) LOW Date Received: Date Analyzed:· EPA SAMPLE NO. I 9168SW8-l I No.: 01 288519 CN088519B12 09/22/89 09/27/89 \ Moisture: not dee. Column: (pack/cap) CAP Dilution Factor: Ai~-~o __ _ I I I I I I I I I I I I I . CAS NO. COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 74-87-3---------Chloromethane 74-83-9---------Bromomethane 75-01-4---------Vinyl Chloride 75-00-3---------Chloroethane 75~09-2---------Methylene Chloride 67-64-1---------Acetone 75~15-o---------carbon Disulfide 75-35-4---------1,1-Dichloroethene 75-34-3---------1,1-Dichloroethane 540-59-0--------1,2-Dichloroethene (total)_ 67-66-3---~-----Chloroform 107-06-2--------1,2-Dichloroethane 78-93-3---------2-Butanone 71-55-6---------1,1,1-Trichloroethane 56-23-5---------carbon Tetrachloride 108-05-4--------Vinyl Acetate 75-27-4---------Bromodichloromethane 78-87-5---------1,2-Dichloropropane 10061-01-s------cis-l,J-Dichloropropene 79-01-6---------Trichloroethene 124-48-1--------Dibromochloromethane 79-00-5~--------l,l,2-Trichloroethane 71-43-2---------Benzene 10061-02-6------Trans-l,3-Dichloropropene __ 75-25-2---------Bromoform ios-10-1--------4-Methyl-2-Pentanone 591-78-6--------2-Hexanone 127-18-4--------Tetrachloroethene 79-34-5---------1,1,2,2-Tetrachloro~thane __ 108-88-3--------Toluene 108-90-7--------Chlorobenzene 100-41-4--------Ethylbenzene 100-42-s--------styrene 1330-20-7---~---Total Xylenes FORM I VOA Q 10 u 10 u 10 u 10 u 5 u 10 u 5 u· 5 u 5 u 5 u 5 u 5 u 10 u 5 u 5 u 10 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 10 u 10 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 1/87 I =m=:::':::::::;sS••11r111L~•~•Mst1m•:c-jli•••• • ... •.i'==-===---, ,.J I I I I I I I I I I I I I I I I I I I lE EPA SAMPLE NO. I VOLATILE ORGANICS ANALYSIS.DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS 9168SW8-l Lab Name: COHPUCHEH LABS Contract: 12-88)-REVS Lab Code : COHPU Case No.: 17902 SAS No.: SDG No.: i9~1 __ Matrix: (soil/water) WATER Sample wt/vol: 5.0 Level: ( low/med) LOW % Moisture: not dee. Column (pack/cap) CAf Number TICs found: __Q CAS NUMBER ( g/mL) !il,_ COMPOUND NAME Lab Sample ID: .,._2"'-8"'-8"'-51"'9"------ Lab File ID: CN088519812 Date Received: 09/22/89 Date Analyzed: 09/27/89 Dilution Factor: ~l~-~o __ _ CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L RT EST. CONC. Q ================ ============================ ======== ============= ===== • I I I I I I I I I I I I I I I FORM I VOA-TIC 1/87 Revl I I I I I I I I I I I I I I I I I I I I lA VOLATILE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE 9168SW9-l Lab Name: COMPUCHEM LABS Contract: {2-88}-REVS Lab Code: COMPO Case No.: 17902 SAS No.: SDG No. : 01 Matrix: (soil/water) WATER Lab Sample IO: 288529 Sample wt/vol: 5.0 (g/mL) Ml,_ Lab File ID: CN088529B12 Level: (low/med) LOW Date Received: 09/22/89 Date Analyzed: 09/27/89 t Moisture: not dee. Column: (pack/cap) CAP Dilution Factor: ~i~-~o __ _ CONCENTRATION UNITS: CAS NO. COMPOUND (ug/L or ug/Kg) UG/L Q 74-87-3---------Chloromethane 10 lJ 74-83-9-------~-Bromomethane 10 lJ 75-01-4---------Vinyl Chloride 32 75-00-3---------Chloroethane 10 lJ 75-09-2---------Methylene Chloride· 42 B 67-64-1---------Acetone 10 lJ 75-15-0---------carbon Disulfide 5 lJ 75-35-4---------1,1-Dichloroethene. 5 lJ 75-34-3---------1,1-oichloroethane 5 u 540-59-o--------l,2-Dichloroethene (total)_ 39 67-66-3---------Chloroform 5 u 107-06-2--------1,2-oichloroethane 46 78-93-3---------2-Butanone 10 lJ 71-55-6---------1,1,1-Trichloroethane 31 56-23-5---------carbon Tetrachloride 5 u 108-05-4--------Vinyl Acetate 10 u 75-27-4---------Bromodichloromethane 39 78-87-5---------1,2-Dichloropropane 5 lJ 10061-01-5------cis-l,3-Dichloropropene 34 79-01-6---------Trichloroethene 5 lJ 124-48-1--------Dibromochloromethane 41 79-00-5---------1,1,2-Trichloroethane 5 lJ 71-43-2---------Benzene 5 u 10061-02-6------Trana-l,3-Dichloropropene __ 52 75-25-2---------Bromoform 5 lJ 1oa-10-1--------4-Methyl-2-Pentanone 10 u 591-78-6--------2-Hexanone 10 u 127-18-4--------Tetrachloroethene 35 79-34-5---------1,1,2,2-Tetrachloroethane __ . 5 u 108-88-3--------Toluene 5 lJ 108-90-7--------Chlorobenzene 5 lJ 100-41-4--------Ethylbenzene 5 lJ 100-42-5--------Styrene 5 u 1330-20-7-------Total Xylenes 5 u NO •• • I I I I I I I I I I I I FORM I VOA 1/87 Rel I ----. --------- - I I I I I I I I I I I I I I 'I I I I I lE VOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: coMPUCHEM LABS Contract: (2-881-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG Matrix: ( soil/water) WATER Lab Sample ID: sample wt/vol: s,o (g/mL) Ml....._ Lab File ID: Level: (low/med) I.OW Date Received: I Moisture: not dee. Date Analyzed: EPA SAMPLE NO .• 9l68SW9-l a No.: 01 288529 CN088529B12 09/22/89 09/270,!9 Column (pack/cap) CAf Dilution Factor: .1~1 ~0 __ _ I I I I I Number TICS found: __J,. CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L CAS NUMBER COMPOUND NAME RT EST. CONC. =a==========D=== =------=------====----~==--= ci======= =------=-=--= 1. 75-69-4 METHANE,TRICHLOROFLUORO-2 .13 36 . FORM I VOA-TIC Q ==z:== J I I I I I I I I 1/87 Rel I I I I I I I I I I I I I I I I I I I 11 I 1A VOLATILE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE NO .• BOM-lR Lab Name: COMpPCHEM LABS Contract: 12-88)-REVS Lab Code: COMpP case No.: 17902 SAS No.: SDG No,: ~91 __ Matrix: (soil/water) WATER Lab Sample ID: ......___1 291019 Sample wt/vol: 5.0 (g/mL) m..._ Lab File ID: CN091019Cl2 Level: (low/med) LOW Date Received: 09/29/89 \ Moisture: not dee. Date Analyzed: 10/05/89 Column: (pack/cap) CAP Dilution Factor: 1.0 I I I I I I I I I I I I I CONCENTRATION UNITS: CAS NO, COMPOUND (ug/L or ug/Kg) !,Hit I:. Q 74-87-3---------Chloromethane 10 u 74-83-9---------Bromomethane 10 u 75-01-4---------Vinyl Chloride 10 u 75-00-3---------Chloroethane 10 u 75-09-2---------Methylene Chloride 5 u 67-64-1---------Acetone 10 u 75-15-0---------carbon Disulfide 5 u 75-35-4---------1,1-Dichloroethene 5 u 75-34-3---------1,1-Dichloroethane 5 u 540-59-0--------1,2-Dichloroethene (total)_ 5 u 67-66-3---------Chloroform 5 u 107-06-2--------1,2-Dichloroethane 5 u 78-93-3---------2-Butanone 10 u 71-55-6---------1,1,1-Trichloroethane 5 u 56-23-5---------carbon Tetrachloride 5 u 108-05-4--------Vinyl Acetate 10 u 75-27-4---------Bromodichloromethane 5 u 78-87-5---------1,2-Dichloropropane 5 u 10061-01-S------cis-l,3-Dichloropropene 5 u 79-01-6---------Trichloroethene 5 u 124-48-1--------Dibromochloromethane 5 u . · 79-00-5---------l, 1, 2-Trichloroethane 5 u 71-43-2---------Benzene 5 u 10061-02-6------Trans-l,3-Dichloropropene __ 5 u 75-25-2---------Bromoform 5 u 1os-10-1--------4-Methyl-2-Pentanone 10 u 591-78-6----~---2-Hexanone 10 u 127-18-4--------Tetrachloroethene 5 u 79-34-5---------1,l,2,2-Tetrachloroethane __ . 5 u 108-88-3--------Toluene 5 u 108-90-7--------Chlorobenzene 5 u 100-41-4--------Ethylbenzene 5 u 100-42-5--------styrene 5 u 1330-20-7-------Total Xylenes 5 u FORM I VOA 1/87 RI I • I I I I I I I I I I I I I I I I I I I lE VOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: COMPUCHEM LABS Contract: 12-881-REVS NO. I BOM-lR II --- EPA SAMPLE Lab Code: COMPU Case No.: 17902 SAS No.: SDG No. : ,._01.__......c.. Matrix: (soil/water) WATER Sample wt/vol: 5.0 Level: (low/med) LOW % Moisture: not dee. Column (pack/cap) CAP Number TICs found: __Q CAS NUMBER (g/mL) Ml,_ Lab Sample ID: Lab File ID: Date Received: Date Analyzed: Dilution Factor: CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 291019 CN091019Cl2 09/29/89 10/05/89 1.0 COMPOUND NAME RT EST. CONC. Q I I I I I I I I I I I I I FORM I VOA-TIC 1/87 Re .. I ,- I I I I I I I I I I I I I I I I lA VOLATILE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE NO •• Lab Name: COMPUCHEM LABS LABPURE Contract: (2-88)-REVS a Lab Coda: COMPU Casa No.: 17902 SAS No.: SDG No.: 01 Matrix: (soil/water) WATER Lab Sample ID: --=----• 290783 Sample wt/vol: 5.0 (g/mL) Ml.._ Leval: (low/mad) LOW Lab File ID: Ctf09078JAn Date Received: 09/29/89 I t Moisture: not dee. Date Analyzed: l,0/04/89 column: (pack/cap) CAf Dilution Factor: -1~-=o __ _ I I I I I I I I I I I I CAS NO. COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 74-87-3---------Chloromethana 74-83-9---------Bromomathana 75-01-4---------Vinyl Chloride 75-00-3---------Chloroethane 75-09-2---------Methylena Chloride 67-64-1---------Acetona 75-15-0---------carbon Disulfide 75-35-4---------1,l-Dichloroethene 75-34-3---------1,l-Dichloroethana 540-59-0--------1,2-Dichloroathana (total)_ 67-66-3---------Chlorotorm 107-06-2--------l,2-Dichloroathana 78-93-3---------2-Butanone 71-55-6---------:-1,l,l-Trichloroathana 56-23-5---------carbon Tetrachloride 108-05-4--------Vinyl Acetate 75-27-4---------Bromodichloromethana 78-87-5---------1,2-Dichloropropana 10061-0l-S------cis-l,3-Dichloropropane 79-01-6---------Trichloroathena 124-48-1---~----Dibromochloromathane 79-00-5---------1,1,2-Trichloroethana 71-43-2---------Benzene 10061-02-6------Tran•-l,J-Dichloropropene __ 75-25-2---------Bromotorm 1oe-10-1--------4-Methyl-2-Pantanon• 591-78-6--------2-Hexanone 127-18-4--------Tatrachloroethana 79-34-5---~-----l,l,2,2-Tetrachloroathane __ 108-88-3--------Toluena 108-90-7--------Chlorobenzane 100-41-4--------Ethylbenzane 100-42-5--------styrene 1330-20-7-------Total Xylenes FORM I VOA -· --- Q 10 u 10 u 10 u 10 u 2 J 10 u 5 u 5 u 5 u 5 u 5 u 5 u 10 u 5 u 5 u 10 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 10 u 10 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 1/87 Rel I I I I I I I I I I I I I I I I I I I I . lE VOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: COMPUCHEM LABS Contract: 12-88)-REVS EPA SAMPLE NO. I LABPURE L -I Lab Code: COMPU Case No.: 17902 SAS No.: SDG No. : ~0~1 __ Matrix: ( soil/water) WATER sample wt/vol: 5.0 (g/mL) Ml._ Level: (low/med) LOW \ Moisture: not dee. Column (pack/cap) Cl,,f Number TICS found: __J2 CAS NUMBER COMPOUND NAME Lab Sample ID: Lab File ID: Date Received: Date Analyzed: Dilution Factor: CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 290783 CN090783Al2 09/29/89 10/04/89 1,0 RT EST. CONC. Q ====---------=--============================ ======== ============= ===== I I I I I I I I I I I I I I FORM I VOA-TIC 1/87 Rel I -,------1. - -•• ,ssl I I I I I I I I I I I I I I I I I I I lA EPA SAMPLE VOLATILE ORGANICS ANALYSIS DATA SHEET PON-lR, Lab Name: COMPUCHEM LABS contract: C2-88l-REVS Lab Code: COMPU case No.: 17902 SAS No.: S DG No . : ,,0"'l~- Matrix: (soil/water) WATER Lab Sample ID: 291010 Sample wt/vol: 5.0 (g/mL) I'll._ La.b File ID: CN091010Cl2 Level: (low/med) LOW Date Received: 09/29/89 % Moisture: not dee. Date Analyzed: 10/05/89 Column: (pack/cap) CAP Dilution Factor: 1.0 CONCENTRATION UNITS: CAS NO. COMPOUND (ug/L or ug/Kg) ll~( I:. Q 74-87-3---------Chloromethane 10 u 74-83-9---------Bromomethane 10 u 75-01-4---------Vinyl Chloride 10 u 75-00-3~--------Chloroethane 10 u 75-09-2---------Methylene Chloride 4 J 67-64-1---------Acetone 8 J 75-15-0---------carbon Disulfide 5 u 75-35-4---------1,1-Dichloroethene 5 u 75-34-3---------1,1-Dichloroethan~ 5 u 540-59-0--------l,2~Dichloroethene (total)_ 5 u 67-66-3---------Chloro!orm 5 u 107-06-2--------1,2-Dichloroethane 5 u 78-93-3---------2-Butanone 10 u 71-55-6---------1,1,1-Trichloroethane 5 u 56-23-5---------carbon Tetrachloride 5 u 108-05-4--------Vinyl Acetate 10 u 75-27-4---------Bromodichloromethane 5 u 78-87-5---------1,2-Dichloropropane 5 u 10061-0l-S------cis-l,3-Dichloropropene 5 u 79-01-6---------Trichloroethene 5 u 124-48-1--------Di.bromochloromethan• 5 u 79-00-5---------1,1,2-Trichloroethane 5 u 71-43-2---------Benzene 5 u 10061-02-6------Trans-l,3-Dichloropropene __ 5 u 75-25-2---------Bromo!orm 5 u 1oa-10-1--------4-Methyl-2-Pentanone 10 u 591-78-6--------2-Haxanone 10 u 127-18-4--------Tetrachloroethene 5 u 79-34-5---------1,1,2,2-Tetrachloroethana __ 5 u 108-88-3--------Toluena 5 u 108-90-7--------Chlorobenzene 5 u 100-41-4--------Ethylbenzane 5 u 100-42-s--------styren• 5 u 1330-20-7-------Total Xylene11 5 u FORM I VOA I I I I I I I I I I I I I I :=-i::::3e:!i::il:=:5::::i::===-===i-c=,:=~5i-•MM■F"P.~~-1~-~--•aJ•~•-=-~•At~---~r-~·::::::::-:::::::=:=::::--·-.,..J I I I I I I I I I I I I I I I I I I I .. -=. lE VOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: COMPUCHEM LABS contract: 12-88}-REVS EPA SAMPLE NO. PON-lR Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: =0-1 __ Matrix: ( soil/water) WATER Sample wt/vol: 5.0 (g/mL) Ml,,._ Level: (low/med) LOW \ Moisture: not dee. Column (pack/cap) CAI;! Number TICs found:~ Lab Sample ID: Lab File ID: Date Received: Date Analyzed: Dilution Factor: CONCENTRATION UNITS: (ug/L or ug/!Cg) UG/L_ 291010 _.____ I CN091010Cl2 09/29/89 I 10/02/82 1.0 CAS NUMBER COMPOUND NAME RT EST. CONC. Q I I I I I I I I I I I ===== I FORM I VOA-TIC 1/87 Rel I . :::::::,;-!Ii Lilf oar. •• ,..., I I I I I I I I I I I I I I I I I I I 1A EPA SAMPLE VOLATILE ORGANICS ANALYSIS DATA SHEET SL-lR Lab Name: COMPUCHEM LABS Contract: 12-88)-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: .._0..._1 __ Matrix: (soil/water) WATER Lab Sample ID: 291013 Sample wt/vol: 5,0 (g/mL) ZU....... Lab File ID: CN091013Cl~ Level: (low/med) ~LO""-"-w __ Date Received: 09/29/89 t Moisture: not dee. Date Analyzed: l0t'.051'.89 Column: (pack/cap) ~GuA~P __ Dilution Factor: 1.0 CAS NO. COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 74-87-3---------Chloromethane 74-83-9---------Bromomethane 75-01-4---------Vinyl Chloride 75-00-3---------Chloroethane 75-09-2---------Methylene Chloride. 67-64-1---------Acetone 75-15-o---------carbon Disulfide 75-35-4---------1,1-Dichloroethene 75-34-3---------1,1-Dichloroethane 540-59-0--------1,2-Dichloroethene (total)_ 67-66-3---~-----Chloroform 107-06-2--------1,2-Dichloroethane 78-93-3--~------2-Butanone 71-55-6---------1,1,1-Trichloroethane 56-23-5---------carbon Tetrachloride 108-05-4--------Vinyl Acetate 75-27-4---------Bromodichloromethane 78-87-5---------1,2-Dichloropropane 10061-01-s------cia-l,3-Dichloropropene 79-01-6---------Trichloroethene 124-48-1--------Dibromochloromethane 79-00-s---------1,1,2-Trichloroethane 71-43-2---------Benzene 10061-02-6------Trans-l,3-Dichloropropene __ 75-25-2---------Bromoform 1oa-10-1--------4-Methyl-2-Pentanone 591-78-6--------2-Hexanone 127-18-4--------Tetrachloroethene 79-34-5---------1,1,2,2-Tetrachloroethane __ 108-88-3--------Toluene 108-90-7--------Chlorobenzene 100-41-4--------Ethylbenzene 100-42-5--------styrene 1330-20-7-------Total Xylenes Q 10 u 10 u 10 u 10 u 4 J 10 u 5 u 5 u 5 u 5 u 5 u 5 u 10 u 5 u 5 u 10 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 10 u 10 u 5 u 5. u 5 u 5 u 5 u 5 u 5 u I I I I I I I I I I I I I I FORM I VOA 1/87 Rel I 4 -·3· I I I I I I I I I I I I I I I I I I I lE VOLATILE ORGANICS ANALYSIS DATA SHEET. EPA SAMPLE NO •• TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: COMPUCHEM LABS Contract: 12-88)-REVS SL-lR -Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: ,,_0._1 __ Matrix: ( soil/water) WATER Lab Sample ID: -2-9_10_13~---I Sample wt/vol: 5.0 Level: (low/med) LOW I Moisture: not dee. Column (pack/cap) CAf Number TICS found: __Q. CAS NUMBER (g/mL) Ml,_ COMPOUND NAME Lab File ID: Ctl091013Cl;t Date Received: 09/29/89 Date Analyzed: 10/05/89 Dilution Factor: _1~.o~-- CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L RT EST. CONC. Q ===•============ ============================ ~======= ============= ===== I I I I I I I I I I I I I FORK I VOA-TIC 1/87 Rel I ---• l ------. ... . . ·- I I I I I I I I I I I I I I I I I I I 1A EPA SAMPLE VOLATILE ORGANICS ANALYSIS DATA SHEET sw-1-1 Lab Name: COMPUCHEM LABS contract: 12-88)-REVS Lab Code : COMPU Case No.: 17902 SAS No.: SDG No.: ,,_01-._ Matrix: (soil/water) WATER Lab Sample ID: 291017 Sample wt/vol: 5.0 (g/mL) Ml,_ Lab File ID: CN091017Cl2 Level: (low/med) LOW Date Received: 09/29/89 Date Analyzed: lQ/QSLS;! t Moisture: not dee. Column: (pack/cap) CAP Dilution Factor: .i~,o,.__ __ CONCENTRATION UNITS: CAS NO. COMPOUND (ug/L or ug/Kg) UG/L Q 74-87-3---------Chloromethane 10 u 74-83-9---------Bromomethane 10 u . 75-01-4---------Vinyl Chloride 10 u 75-00-3---------Chloroethane 10 u 75-09-2---------Methylene Chloride 5 u 67-64-1---------Acetone 10 u 75-15-o---------Carbon Disulfide 5 u 75-35-4---------1,l-Dichloroethene 5 u 75-34-3---------1,l-Dichloroethane 5 u 540-59-0--------1,2-Dichloroethene (total)_ 5 u 67-66-3---------Chloroform 5 u 107-06-2--------1,2-Dichloroethane 5 u 78-93-3---------2-Butanone 10 u 71-55-6---------1,l,l-Trichloroethane 5 u 56-23-5---------carbon Tetrachloride 5 u 108-05-4--------Vinyl Acetate 10 u 75-27-4---------Bromodichloromethane 5 u 78-87-5---------1,2-Dichloropropane 5 u 10061-01-5------cis-l,3-Dichloropropene 5 u 79-01-6---------Trichloroethene 5 u 124-48-1--------Dibromochloromethane 5 u 79-00-5---------l,l,2-Trichloroethane 5 u 71-43-2---------Benzene 5 u 10061-02-6------Trans-l,3-Dichloropropene __ 5 u 75-25-2--~------Bromoform 5 u 1os-10-1--------4-Methyl-2-Pentanone 10 u 591-78-6--------2-Hexanone 10 u 127-18-4--------Tetrachloroethene 5 u 79-34-5---------1,1,2,2-Tetrachloroethane __ 5 u 108-88-3--------Toluene 5 u 108-90-7--------Chlorobenzene 5 u 100-41-4--------Ethylbenzene 5 u 100-42-5--------Styrene 5 u · 1330-20-7-------Total Xylenes 5 u FORM I VOA . -. . . -~-------·-·-•--1 t; iii: "11:1'1111911:filiJr~----• TTll!il====--- ·• .... 1/87 NO.~ 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 I I I I I I I I I lE VOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: COMPUCHEM IABS contract: 12-88)-REVS EPA SAMPLE NO •• sw-1-1 -Lab Code: COMPU Case No.: 17902 SAS No.: SOG No.: ,._01...__ Matrix: (s~il/water) WATER sample wt/vol: 5.0 (g/mL) Ml._. Level: (low/med) ~LO~W.!!__ t Moisture: not dee. Column (pack/cap) CAP Number TICs found: ___Q Lab Sample IO: Lab File IO: Date Received: Date Analyzed: -Dilution Factor: CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L ..,____ I 291017 CN091017Cl2 09/29/89 10/05/89 1,0 I I CAS NUMBER COMPOUND NAME RT EST. CONC. Q I I ·I I I I I I I I I FORM I VOA-TIC I J.]'J I I I I I I I I I I I I I I I I I I I lA EPA ~.,MPLE VOLATILE ORGANICS ANALYSIS DATA SHEET SW-3-l Lab Name: COMPUCHEM IABS contract: 12-881-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: ~Q~l __ Matrix: (soil/water) WATER Lab Sample ID: 291015 sample wt/vol: s,o (g/mL) Ml,__ Lab File ID: CN091015Cl2 Level: (low/med) rpw Date Received: 09/29/89 Date Analyzed: 10/05/89 \ Moisture: not dee. <;ol umn: (pack/cap) CAP Dilution Factor: 41~.o,._ __ CONCENTRATION UNITS: CAS NO. COMPOUND (ug/L or ug/Kg) UG/L Q 74-87-3---------Chloromethane 10 u 74-83-9---------Bromomethane 10 u 75-01-4---------Vinyl Chloride 10 u 75-00-3---------Chloroethane 10 u 75-09-2---------Methylene Chloride 5 u 67-64-1---------Acetone 10 u 75-15-o---------carbon Disulfide 5 u 75-35-4-----~---l,l-Dichloroethene 5 u 75-34-3---------1,1-Dichloroethane 5 u 540-59-0--------1,2-Dichloroethene (total)_ 5 u 67-66-3---------Chloro!orm 5 u 107-06-2--------1,2-Dichloroethane 5 u 78-93-3---------2-Butanone 10 u 71-55-6---------1,1,l-Trichloroethane 5 u 56-23-5---------carbon Tetrachloride 5 u 108-05-4--------Vinyl Acetate 10 u 75-27-4---------Bromodichloromethane 5 u 78-87-5---------1,2-Dichloropropane 5 u 10061-01-5------cia-l,3-Dichloropropene 5 u 79-01-6---------Trichloroethene 5 u 124-48-1--------Dibromochloromethane 5 u 79-00-5---------1,1,2-Trichloroethane s u 71-43-2---------Benzene 5 u 10061-02-6------Trana-l,3-Dichloropropene __ 5 u 75-25-2---------Bromo!orm 5. u 1os-10-1--------4-Methyl-2-Pentanone 10 u 591-78-6--------2-Hexanone 10 u 127-18-4--------Tetrachloroethene 5 u 79-34-5---------1,1,2,2-Tetrachloroethane_ s u 108-88-3-~------Toluene 5 u 108-90-7--------Chlorobenzene s u 100-41-4--------Ethylbenzene s u 100-42-s--------styrene 5 u 1330-20-1-------Total Xylenes 5 u FORM I VOA 1/87 -tiP •ILL 09,_ It NO. 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 I I I I I I lE VOLATILE ORGANICS ANALYSIS DATA SHEET . TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: COMPUCHEM LABS Contract: 12-881-REVS EPA SAMPLE SW-3-1 Lab Code: COMPU Case No. : 17902 SAS No.: SDG No.: ~01 __ Matrix: (soil/water) WATER Sample wt/vol: 5 I 0 (g/mL) m._ Level: (low/med) I.PW % Moisture: not dee. Column (pack/cap) CAf Number TICS found: __Q_ Lab Sample ID: Lab File ID: Date Received: Date Analyzed: Dilution Factor: CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 291015 CN091015Cl2 09/29/89 10/05/89 l.Q CAS NUMBER COMPOUND NAME RT EST. CONC. Q FORM I VOA-TIC 1/87 iv . NO. 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 I I I I I I I I I I lA EPA SAMPLE VOLATILE ORGANICS ANALYSIS DATA SHEET SW-3-2 Lab Name: COMPUCHEM LABS Contract: 12-88)-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: ,._0._1 __ Matrix: ( soil/water) WATER Lab Sample IO: 281020 "-"----I Sample wt/vol: 5.0 (g/mL) Ml._ Lab File IO: CN091020Cl2 Level: (low/med) LOW Date Received: 09/29/89 \ Moisture: not dee. Date Analyzed: 10/0:;i/89 Column: (pack/cap) CAP Dilution Factor: .i~-~o __ _ CONCENTRATION UNITS: CAS NO. COMPOUND (ug/L or ug/Kg) UG/L Q 74-87-3---------Chloromethane 10 u 74-83-9---------Bromomethane 10 u 75-01-4---------Vinyl Chloride 10 u 75-00-3---------Chloroethane 10 u 75-09-2---------Methylene Chloride 5 u 67-64-1---------Acetone 10 u 75-15-o---------carbon 0isultide 5 u 75-35-4---------1,1-Dichloroethene 5 u 75-34-3---------1,1-Dichloroethane 5 u 540-59-0--------1,2-Dichloroethene (total)_ 5 u 67-66-3---------Chloroform 5 u 107-06-2--------1,2-Dichloroethane 5 u 78-93-3---------2-Butanone 10 u 71-55-6---------1,1,1-Trichloroethane 5 u 56-23-5---------carbon Tetrachloride 5 u 108-05-4--------Vinyl Acetate 10 u 75-27-4---------Bromodichloromethane 5 u 78-87-5---------1,2-Dichloropropane 5 u 10061-01-s------cis-1,J-Dichloropropene 5 u 79-01-6---------Trichloroethene 5 u 124-48-1--------Dibromochloromethane 5 u 79-oo-s---------1,1,2-Trichloroethan• 5 u 71-43-2---------Benzene 5 u 10061-02-6------Trana-l,3-Dichloropropene_ 5 u 75-25-2---------Bromororm 5 u 1oa-10-1--------4-Methyl-2-Pentanorie 10 u 591-78-6--------2-Hexanone 10 u 127-18-4--------Tetrachloroethene 5 u 79-34-5---------1,1,2,2-Tetrachloroethane __ 5 u 108-88-3--------Toluene 5 u 108-90-7--------Chlorobenzene 5 u 100-41-4--------Ethylbenzene . 5 u 100-42-5--------styrene 5 u 1330-20-7-------Total Xylenes 5 u FORM I VOA 1/87 I I I I I I I I I I I I I Rt I I I I I I I I I I I I I I I I I I I lE EPA SAMPLE VOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS NO. I SW-3-2 L Lab Name: COMPUCHEM IABS Contract: 12-88)-REVS -I Lab Code: COMPU case No.: 17902 SAS No.: SDG No.: ~9-1 __ Matrix: ( soil/water) WATER Sample wt/vol: s,o Level: (low/med) LOW % Moisture: not dee. column (pack/cap) CAf Number TICS found: __o_ (g/m.L) ML._ Lab Sample, ID: -2,._8.._10..,2..,0...._ ___ • Lab File ID: CN091020Cl2 Date Received: 09/29/89 Date Analyzed: 10/05/89 Dilution Factor: .1~,~o __ _ CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L I CAS NUMBER COMPOUND NAME RT EST. CONC. Q I I I I I I I I I I I I FORM I VOA-TIC 1/87 nel I --- • • • • • 4 . -, .. , .. - I I I I I I I I I I I I I I I I I I I lA VOLATILE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE NO. SW-4-l Lab Name: COMPUCHEM IABS contract: (2-88)-REVS Lab Code : COMPU Case No.: 17902 SAS No.: SDG No.: =0_1 __ Matrix: ( soil/water) WATER sample wt/vol: 5.0 (g/mL) ML.. Lab Sample ID: 290776 Lab File ID: CN090776Al2 '-"---I Level: (low/med) LOW Date Received: 09/29/89 I I Moisture: not dee. Date Analyzed: 10/0~/§9 Column: (pack/cap) CAf Dilution Factor: 1.0 ~~--I I I I I I I I I I I CAS NO. COMPOUND 74-87-3---------Chloromethane 74-83-9---------Bromomethane 75-01-4---------Vinyl Chloride 75-oo-3---------Chloroethane 75-09-2---------Methylene Chloride 67-64-1---------Acetone 75-15-o---------Carbon Disulfide 75-35-4---------1,l-Dichloroethene 75-34-3---------l,l-Dichloroethane 540-59-0--------1,2-Dichloroethene 67-66-3---------Chloroform 107-06-2--------l,2-Dichloroethane 78-93-3---------2-Butanone CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L (total)_ 71-55-6---------l,l,l-Trichloroethane 56-23-5---------carbon Tetrachloride 108-05-4--------Vinyl Acetate 75-27-4---------Bromodichloromethane 78-87-5---------1,2-Dichloropropane 10061-01-5------cis-l,3-Dichloropropene 79-01-6---------Trichloroethene 124-48-1--------Dibromochloromethane 79-00-5---------1,l,2-Trichloroethane 71-43-2---------senzene 10061-02-6------Trans-l,3-Dichloropropene __ 75-25-2---------Bromoform 1os-10-1--------4-Methyl-2~Pentanone 591-78-6--------2-Hexanone 127-18-4--------Tetrachloroethene 79-34-5---------l,l,2,2-Tetrachloroethane_ 108-88-3--------Toluene 108-90-7--------Chlorobenzene 100-41-4--------Ethylbenzene 100-42-5--------styrene 1330-20-7-------Total Xylenes FORM I VOA se•rnt:E :011rw sum a.- Q 10 u 10 u 10 u 10 u 3 J 10 u 5 u 5 u 5 u 5 u 5 u 5 u 10 u 5 u 5 u 10 u 5 u 5 u 5 u 5 u 5. u 5 u 5 u 5 u 5 u 10 u .10 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 1/87 I I I I I I I I I I I I I I I I I I I lE VOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: COMPUCHEM LABS Contract: 12-88)-REVS EPA SAMPLE NO. SW-4-i Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: ~9-l __ Matrix: ( soil/water) WATER sample wt/vol: 5.0 (g/mL) m..._ Level: (low/med) LOW I Moisture: not dee. Column (pack/cap) CAI;! Number TICS found: ____Q. CAS NUMBER COMPOUND NAME Lab Sample ID: Lab File ID: Date Received: Date Analyzed: Dilution Factor: CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L RT EST. 290776 ,._,._____ I CN090776Al2 09/29/89 10/04/89 1,0 CONC. Q •===========-==8 =-=--==-=-------=--===------:m::::a:m•===a •=-===========-i;z:s::::11:::a I I I I I FORM I VOA-TIC 1/87 I I I I I I I . ·-126' I I I I I I I I I I I I I I 1A EPA SAMPLE NO. VOLATILE ORGANICS ANALYSIS DATA SHEET sw-s-1 Lab Name: COMPUCHEM LABS Contract: 12-881-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SOG No.: 01 Matrix: (soil/water) WATER sample wt/vol: Level: 5,0 (g/mL) Ml.._ (low/med) -W~H~- Lab Sample ID: 290775 Lab File ID: ·CN090775Al2 Date Received: 09/29/89 : t Moisture: not dee. Date Analyzed: l0/04/~9 Column: (pack/cap) ~CA..._P __ Dilution Factor: _1~·=0 __ _ I I I I I I I I I I I CAS NO, COMPOUND 74-87-3---------Chloromethane 74-83-9---------Bromomethane 75-01-4---------vinyl Chloride 75-00-3---------Chloroethane 75-09-2---------Methylene Chloride 67-64-1---------Acetone 75-15-0---------carbon Disulfide 75-35-4---------1,1-Dichloroethene 75-34-3--~--7---1,1-Dichloroethane 540-59-0--------1,2-Dichloroethene 67-66-3---------Chloroform 107-06-2--------1,2-Dichloroethane 78-93-3---------2-Butanone CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L (total)_ 71-55-6-----~---1,l,l-Trichloroethane 56-23-5---------carbon Tetrachloride 1oa-os-4--------vinyl Acetate 75-27-4---------Bromodichloromethane 78-87-5---------1,2-Dichloropropane 10061-0l-5------cis-1,3-Dichloropropene 79-01-6---------Trichloroethene 124-48-1--------Dibromochloromethane 79-oo-s---------1,1,2-Trichloroethane 71-43-2---------Benzene 10061-02-6------Trans-l,3-Dichloropropene __ 1s-2s-2---------Bromofo 1oa-10-1--------4-Methyl-2-Pentanone 591-78-6--------2-Hexanone 127-18-4--------Tetrachloroethene 79-34-5---------1,1,2,2-Tetrachloroethane __ 108-88-3--------Toluene 108-90-7--------Chlorobenzene 100-41-4--------Ethylbenzene 100-42-s--------styrene 1330-20-7-------Total Xylenes . FORM I VOA Q 10 u 10 u 10 u 10 u 3 J 10 u 5 u 5 u 5 u 5 u 5 u 5 u 10 u 5 u 5 u 10 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 10 u 10 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 1/87 I 12.J I I I I I I •• I I I I I I I I I lE VOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: coMPUCHEM LABS contract: (2-88)-REVS EPA SAMPLE NO. I -_L sw-s-1 I Lab Code: COMPU Case No.: 17902 SAS No.: SOG No.: ~01 __ Matrix: (soil/water) WATER Sample wt/vol: 5.0 (g/mL) Ml,__ Level: (low/med) LOW % Moisture: not dee. column (pack/cap) s=A:e Number TICs found: _..l2 Lab sample IO: Lab File ID: Date Received: Date Analyzed: Dilution Factor: CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L ............... _ I 290775 Ctl090775Al,'. 09/29/89 10/Q!/89 l,Q I I CAS NUMBER COMPOUND NAME RT EST. CONC. Q I I I I I I I I I I ==--------==--== ============================ ======== ============= ===== I FORM I VOA-TIC 1/87 Rel I I I I I I I I I I I I I I I I I I I I 1A VOLATILE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE NO. ·SW-6-l Lab Name: COMPUCHEM LABS Contract: {2-88)-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: 01 Matrix: (soil/water) WATER Lab Sample ID: 290774 '-'----I Sample wt/vol: 5.0 (g/mL) tu.._ Lab File ID: CN090774Cl2 Level: (low/med) LOW Date Received: 09/29/89 I Date Analyzed: 10/0:;i/89 t Moisture: not dee. Column: (pack/cap) CAP Dilution Factor: _1~·=0 __ _ I I I I I I I I I I I CONCENTRATION UNITS: CAS NO. COMPOUND (ug/L or ug/Kg) UG/L Q 74-87-3---------Chloromethane 10 u 74-83-9---------Bromomethane . 10 u 75-01-4---------Vinyl Chloride 10 u 75-00-3---------Chloroethane 10 u 75-09-2---------Methylene Chloride l J 67-64-1---------Acetone 10 u 75-15-o---------carbon Disulfide 5 u 75-35-4---------1,1-Dichloroethene 5 u 75-34-3---------1,1-Dichloroethane 5 u 540-59-0--------1,2-Dichloroethene (total)_ 5 u 67-66-3---------Chloroform 5 u 107-06-2--~-----l,2-Dichloroethane 5 u 78-93-3---------2-Butanone 10 u 71-55-6---------1,l,l-Trichloroethane 5 u 56-23-5---------carbon Tetrachloride 5 u 108-05-4--------Vinyl Acetate 10 u 75-27-4---------Bromodichloromethane 5 u 78-87-5---------1,2-Dichloropropane 5 u 10061-01-5------cis-l,3-Dichloropropene 5 u 79-01-6---------Trichloroethene 5 u 124-48-1--------Dibromochloromethane 5 u 79-00-5---------1,1,2-Trichloroethane 5 u 71-43-2---------Benzene 5 u 10061-02-6------Trans-1,3-Dichloropropene __ 5 u 75-25-2---------Bromotorm 5 u 1os-10-1--------4-Methyl-2-Pentanone 10 u 591-78-6--------2-Hexanone 10 u 127-18-4--------Tetrachloroethene 5 u 79-34-5---------1,1,2,2-Tetrachloroethane __ 5 u 108-88-3--------Toluene 5 u 108-90-7--------Chlorobenzene 5 u 100-41-4--------Ethylbenzene 5 u 100-42-5--------styrene 5 u 1330-20-1-------Total Xylene& 5 u I FORM I VOA 1/87 Rel I I I I I I I I I I I I I I I I I I I lE VOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS La.b Name: COMPUCHEM LABS contract: (2-BBl-REVS EPA SAMPLE NO .• SW-6-1 a La.b Code: COMPU Case No.: 17902 SAS No.: SDG No. : .,._0.._1 __ Matrix: ( soil/water) WATER Sample wt/vol: s.o (g/mL) !il.._ Level: (low/med) LOW % Moisture: not dee. Column· (pack/cap) CA2 Number TICS tound: __Q La.b Sample ID: La.b File IO: Date Received: Date Analyzed: Dilution Factor: CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 290774 CN090774Cl2 09/29/89 10/05/89 1,0 CAS NUMBER COMPOUND NAME RT EST. CONC. Q I I I I I I I I I I I I I FORM I VOA-.TIC 1/87 Rel I I I I I I I I I I I I I I I I I I I I 1A EPA SAMPLE NO. VOLATILE ORGANICS ANALYSIS DATA SHEET SW-7-1 Lab Name: COMPUCHEM IABS · Contract: C2-8Bl -REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: ,._0._1 __ Matrix: (soil/water) WATER Lab Sample ID: 290777 Sample wt/vol: 5.0 (g/mL) m.__ Lab File ID: CN090777Al2 Level: (low/med) rpw Date Received: 09/29/89 t Moisture: not dee. Date Analyzed: 10/04/89 Column: . (pack/cap) CAI? Dilution Factor: .1~1 0,._ __ CONCENTRATION UNITS: CAS NO. COMPOUND (ug/L or ug/Kg) UG/L Q 74-87-3---------Chloromethane 10 u 74-83-9---------Bromomethane 10 u 75-01-4---------Vinyl Chloride 10 u 75-00-3---------Chloroethane 10 u 75-09-2---------Methylene Chloride 3 j 67-64-1---------Acetone 10 u 75-15-o---------carbon Disulfide 5 u 75-35-4---------1,1-Dichloroethene 5 u 75-34-3---------1,1-Dichloroethane 5 u 54·0-59-0--------1, 2-Dichloroethene (total)_ 5 u 67-66-3---------Chlorotorm 5 u 107-06-2--------1,2-Dichloroethane 5 u 78-93-3---------2-Butanone 10 u 71-55-6---------1,1,1-Trichloroethane 5 u 56-23-5---------carbon Tetrachloride 5 u 108-05-4--------Vinyl Acetate 10 u 75-27-4---------Bromodichloromethane 5 u 78-87-5---------1,2-Dichloropropane s u 10061-01-5------cia-l,3-Dichloropropene 5 u 79-01-6---------Trichloroethene 5 u 124-48-1--------Dibromochloromethane 5 u 79-00-5---------1,1,2-Trichloroethane 5 u 71-43-2---------Benzene 5 u 10061-02-6------Trana-l,3-Dichloropropene __ 5 u 75-25-2---------Bromotorm 5 u 1os-10-1--------4-Mathyl-2-Pentanone 10 u 591-78-6--------2-Hexanone 10 u 127-18-4--------Tatrachloroethene 5 u 79-34-5---------1,1,2,2-Tetrachloroethane __ 5 u 1os-ss-J--------Toluene 5 u 108-90-7--------Chlorobenzene 5 u 100-41-4--------Ethylbenzene 5 u 100-42-5--------styrene 5 u 1330-20-7-------Total Xylene• 5 u I I I I I I I I I I I I I I FORM I VOA 1/87 Rel I I D I I I I I I I I I I I I II I I I I lE EPA SAMPLE VOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS NO .• SW-7-l L tab Name: COMPUCHEM LABS Contract: 12-BB)-REVS -I Lab Code: CQMPY case No,: 17902 SAS No.: SDG No, : ,._o.,_1 __ Matrix: (soil/water) WATER Sample wt/vol: 5.0 Level: (low/med) LOW I Moisture: not dee. column (pack/cap) CAf Number TICS found: ---2 CAS NUMBER (g/mL) fU..._ Lab Sample ID: Lab File ID: Date Received: Date Analyzed: Dilution Factor: CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L ,__,____ I 290777 CN090777Al2 09/29/89 10/04/89 1.0 COMPOUND NAME RT EST. CONC, Q I I I I I I I I I I I I I FORM I VOA-TIC l/87 Rel I I B 0 I I I I I I I I I I I I I I I : I I 1A VOLATILE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE NO. I TB-1 [ Lab Name: COMPUCHEM LABS Contract: 12-88)-REVS -I Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: ,,_O._l __ Matrix: (soil/water) WATER Lab Sample ID: _294 ~10=0~6.__ __ _ Sample wt/vol: 5.0 (g/mL) m....._ · Lab File ID: CN091006Al2 Level:. (low/med) LOW , Moisture: not dee. Column: (pack/cap) ~CaA~P __ Date Received: 09/29/89 Date Analyzed: 10/04/89 Dilution Factor: .i~-~o __ _ CONCENTRATION UNITS: CAS NO. COMPOUND (ug/L or ug/Kg) UG/L Q e 74-87-3---------Chloromethane 10 u 74-83-9-·--------Bromomethane 10 u 75-01-4---------Vinyl Chloride 10 u 75-00-3---------Chloroethane 10 u 75-09-2---------Methylene Chloride 3 j 67-64-1---------Acetone 10 u 75-15-o---------carbon Disulfide 5 u 75-35-4---------1,1-Dichloroethene 5 u 75-34-3---------1,l-Dichloroethane 5 u 540-59-0--------1,2-oichloroethene (total)_ 5 u 67-66-3---------Chloroform 5 u 107-06-2--------1,2-Dichloroethane 5 u 78-93-3---------2-Butanone 10 u 71-55-6---------1,1,1-Trichloroethane 5 u 56-23-5---------carbon Tetrachloride 5 u 108-05-4--------Vinyl Acetate 10 u 75-27-4---------Bromodichloromethane 5 u 78-87-5---------1,2-Dichloropropane 5 u 10061-01-5------cis-l,3-Dichloropropene 5 u 79-01-6---------Trichloroethene 5 u 124-48-1--------Dibromochloromethane 5 u 79-00-5---------1,1,2-Trichloroethane 5 u 71-43-2---------Benzen• 5 u 10061-02-6----~-Trans-l,3-Dichloropropene __ 5 u 75-25-2---------Bromoform 5 u 1oe-10-1-~------4-Methyl-2-Pentanone 10 u 591-78-6--------2-Hexanone 10 u 127-18-4--------Tetrachloroethene 5 u 79-34-5---------1,1,2,2-Tetrachloroethane __ 5 u 108-88-3--------Toluene 5 u 1oa-90-1--------Chlorobenzene 5 u 100-41-4--------Ethylbenzene 5 u 100-42-s--------styrene 5 u 1330-20-7-------Total Xylenes 5 u I I I I I I I I I I I I I I FORM I VOA 1/87 Rel I . -~ S:STPUE OlfitJ~ffll'i----jS:~1£117-M9-A!'lPIE:=c=:: I I I I I I I I I I I I I I I I I I I lE VOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: COMPUCHEM LABS contract: {2-88)-REVS EPA SAMPLE NO. TB-1· r.ab·code: COMPU Case No.: 17902 SAS No.: SDG No.: .,._0.._1 __ Matrix: ( soil/water) WATER Sample wt/vol: s.o Level: (low/med) rpw t Moisture: not dee. Column (pack/cap) CAf Number TICs found: __o_ CAS NUMBER (g/mL) Ml,,_ Lab Sample ID: Lab File ID: Date Received: Date Analyzed: Dilution Factor: CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L ...,.____, 291006 CN091006Al2 09/29/89 I 10/04/89 1.0 COMPOUND NAME RT EST. CONC. Q I I I I I I FORM I VOA-TIC I I I I I I 1/87 Rel I I I R I I I I I I I I I I I I I I I I lA VOLATILE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE NO. Lab Name: COMPUCHEM LABS Contract: <2-881-REVS 9168SW2-1MS Lab Code: COMPU Case No.: 17902 SAS No.: SOG No.: ,,_0._1 __ Matrix: (soil/water) WATER Sample wt/vol: Lab Sample IO: 288523 "-"---1 s,o (g/mL) m.._ Lab File IO: CR088523Cl2 Level: (low/med) LOW Date Received: 09/22/89 I Moisture: not dee. Date Analyzed: 02aa1e2 Column: (pack/cap) Clr,f Dilution Factor: .i~,o"---- CONCENTRATION UNITS: CAS NO. COMPOUND (ug/L or ug/Kg) UG/L Q 74-87-3---------Chloromethane 10 u 74-83-9~--------Bromomethane 10· u 75-01-4---------Vinyl Chloride 10 u 75-00-3---------Chloroethane 10 u 75-09-2---------Methylene Chloride 7 B 67-64-1---------Acetone 10 u 75-15-o---------carbon Disulfide 5 u 75-35-4---------1,l-Dichloroethene 5 u 75-34-3---------1,l-Dichloroethane 5 u 540-59-0--------l,2-Dichloroethene (total)_ 5 u 67-66-3---------Chloroform 5 u 107-06-2--------l,2-Dichloroethane 5 u 78-93-3---------2-Butanone 10 u 71-55-6---------l,l,l-Trichloroethane 5 u 56-23-5---------carbon Tetrachloride 5 u 108-05-4--------Vinyl Acetate 10 u 75-27-4---------Bromodichloromethane 5 u 78-87-5---------1,2-Dichloropropane 5 u 10061-0l-5------cis-l,3-Dichloropropene 5 u 79-01-6---------Trichloroethene 5 u 124-48-1--------Dibromochloromethane 5 u 79-00-5---------l,l,2-Trichloroethane 5 u 71-43-2---------Benzene 5 u 10061-02-6------Trans-l,3-Dichloropropene __ 5 u 75-25-2---------Bromoform 5 u 1os-10-1--------4-Methyl-2-Pentanone 10 u 591-78-6--------2-Hexanone 10 u 127-18-4--------Tetrachloroethene 5 u 79-34-5---------1,l,2,2-Tetrachloroethane __ 5 u 108-88-3--------Toluene 5 u 108-90-7--------Chlorobenzene 5 u 100-41-4--------Ethylbenzene 5 u 100-42-5--------Styrene 5 u 1330-20-7-------Total Xylenes 5 u FORM I VOA 1/87 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 I I I I I I 1A . VOLATILE ORGANICS ANALYSIS DATA SHEET Lab Name: COMPUCHEM LABS contract: 12-BBl-REVS EPA SAMPLE NO •• 9168SW2-lMSD I Lab Code: COMPO Case No.: 17902 SAS No.: SDG No.: .,.0_.1 __ Matrix: (soil/water) WATER Lab Sample ID: 288524 Sample wt/vol: s,o (g/mL) Ml..._ Lab File ID: CN088524Cl2 Level: (low/med) LOW Date Received: 09/22/89 I Moisture: not dee. Date Analyzed: Q9/2tU89 Column: (pack/cap) CAf Dilution Factor: · ..._1.._. o,.__ __ CONCENTRATION UNITS: CAS NO. COMPOUND (ug/L or ug/Kg) UG/L Q 74-87-3---------Chloromethane 10 u 74-83-9---------Bromomethane 10 u 75-01-4---------Vinyl Chloride 10 u 75-00-3---------Chloroethane 10 u 75-09-2---------Methylene Chloride 2 BJ' 67-64-1---------Acetone 10 u 75-15-o---------Carbon Disulfide 5 u 75-35-4---------1,1-Dichloroethene 5 u 7S-34-3---------l,l-Dichloroethane 5 u 540-59-0--------1,2-Dichloroethene (total)_ 5 u 67-66-3---------Chlorotorm 5 u 107-06-2--------1,2-Dichloroethane 5 u 78-93-3---------2-Butanone 10 u 71-55-6---------1,1,1-Trichloroethane 5 u 56-23-5---------Carbon Tetrachloride 5 u 108-05-4--------Vinyl Acetate 10 u 75-27-4---------Bromodichloromethane 5 u 78-87-5---------1,2-Dichloropropane 5 u 10061-01-5------ci■-l,3-Dichloropropene 5 u 79-01-6---------Trichloroethene 5 u 124-48-1--------Dibromochloromethane 5 u 79-00-5---------1,1,2-Trichloroethane 5 u 71-43-2---------Benzene 5 u 10061-02-6------Trans-l,3-Dichloropropene __ 5 u 75-25-2---------Bromotorm 5 u 1oa-10-1--------4-Methyl-2-Pentanone 10 u 591-78-6--------2-Hexanone 10 u 127-18-4--------Tetrachloroethene 5 u 79-34-5---------1,1,2,2-Tetrachloroethane __ 5 u 108-88-3--------Toluene 5 u 108-90-7--------Chlorobenzene 5 u 100-41-4--------Ethylbenzene 5 u 100-42-s--------styrene 5 u 1330-20-1-------Total Xylenes 5 u FORM I VOA 1/87 sa I I I I I I I I I I I I I I I D I I I I I I I I I I I I I I I I I 1B SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE No.I 9168SW2-l • Contract: 12-88)-REVS _______ , Lab Name: COMPUCHEM LABS Lab Code: COMPU case No.: 17902 Matrix: (soil/water) WATER SAS No.: SDG No.: =0_1__ .• Lab Sample ID: =28-8~5~3~0~--- Sample wt/vol: 1000 (g/mL) tu..._ Lab File ID:· GH088530Al6 Level: ( low/med) LOW Date Received:. 09/22/89 \ Moisture: not dee. · dee. Date Extracted: 09/25/89 Date Analyzed: 09/26/89 Dilution Factor: _1-,0~-- Extraction: (SepF/Cont/Sonc) ~ GPC Cleanup: (Y/N) t!.,_ pH: CAS NO. COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 108-95-2--------Phenol lll-44-4--------bis(2-Chloroethyl)Ether 95-57-8---------2-Chlorophenol 541-73-1--------1,3-Dichlorobenzene 106-46-7--------1,4-Dichlorobenzene 100-s1-6--------Benzyl Alcohol 95-so-1---------1,2-Dichlorobenzene 95-48-7---------2-Methylphenol 39638-32-9------bis(2-Chloroisopropyl)Ether_ 106-44-5--------4-Methylphenol 621-64-7--------N-Nitroso-Di-n-Propylamine __ 67-72-1---------Hexachloroethane 98-95-3---------Nitrobenzene 78-59-1---------Isophorone 88-75-5---------2-Nitrophenol 105-67-9--------2,4-Dimethylphenol 65-85-o---------Benzoic Acid lll-91-l--------bis(2-Chloroethoxy)Methane_ 120-83-2--------2,4-Dichlorophenol 120-a2-1--------1,2,4-Trichlorobenzene 91-20-3---------Naphthalene 106-47-8--------4-Chloroaniline • 87-68-3---------Hexachlorobutadiene 59-50-7---------4-Chloro-3-Methylphenol 91-57-6---------2-Methylnaphtha~ene 77-47-4---------Hexachlorocyclopentadiene __ 88-06-2---------2,4,6-Trichlorophenol 95-95-4---------2,4,5-Trichlorophenol 91-58-7---------2-Chloronaphthalene 88-74-4---------2-Nitroaniline 131-11-3--------Dimethyl Phthalate . 208-96-8--------Acenaphthylene 606-20-2--------2,6-Dinitrotoluene FORM I SV-1 Q 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 50 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u so u 10 u 50 u 10 u 10 u 10 u 1/87 I I I I I I I I I I I I ,,J I H I n H I I I I I I I I I I R I I lC SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE NO. I Lab Name: COMPUCHEM LABS Contract: 12-88)-REVS 9168SW2-l 11 ---- Lab Code: COMPU Case No.: 17902 Matrix: (soil/water) WATER SAS No.: SDG No.: 01 Lab Sample ID: 288530 1 Sample wt/vol: 1000 (g/mL) 111.._ Level: (low/med) ~r.p=w __ Lab File ID: GH0885JOA16 Date Received: 09/22/89 I % Moisture: not dee. dee. Date Extracted: 09a:i.:::s9 Extraction: (SepF/Cont/Sonc) 5_EPf Date Analyzed: 09,:'.26/89 I I I I I I I I I I I I GPC Cleanup: (Y/N) H_ pH: Dilution Factor: ~1~·~0 __ _ CAS NO. COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG,:'.L 99-09-2---------J-Nitroaniline BJ-32-9---------Acenaphthene 51-28-5---------2,4-Dinitrophenol 100-02-7--------4-Nitrophenol 132-64-9--------Dibenzofuran 121-14-2--------2,4-Dinitrotoluene 84-66-2---------Diethylphthalate 7005-72-3-------4-Chlorophenyl-phenylether_ 86-73-7---------Fluorene 100-01-6--------4-Nitroaniline 534-52-1--------4,6-Dinitro-2-Methylphenol __ 86-30-6---------N-Nitrosodiphenylamine (l)_ 101-55-3--------4-Bromophenyl-phenylether __ 118-74-1--------Hexachlorobenzene 87-86-5---------Pentachlorophenol 85-01-8---------Phenanthrene 120-12-1--------Anthracene 84-74-2---------Di-n-Butylphthalate 206-44-0--------Fluoranthene 129-oo-o--------Pyrene 85-68-7---------Butylbenzylphthalate 91-94-1---.------3, 3 '-Dichlorobenzidine 56-55-3---------Benzo(a)Anthracene 218-01-9--------Chrysene 117-81-7--------bis(2-Ethylhexyl)Phthalate_ 117-84-0--------Di-n-Octyl Phthalate 205-99-2--------Benzo(b)Fluoranthene 207-08-9--------Benzo(k)Fluoranthene 50-32-8---------Benzo(a)Pyrene 193-39-5--------Indeno(l,2,3-cd)Pyrene 53-70-3---------Dibenzo(a,h)Anthracene 191-24-2--------Benzo(g,h,i)Perylene (1) -Cannot be separated from Diphenylamine FORM I sv-2 Q 50 u 10 u 50 u 50 u 10 u 10 u 10 u. 10 u 10 u 50 u 50 u 10 u 10 u 10 u 50 u 10 u 10 u 10 u 10 u 10 u 10 u 20 u 10 u 10 u 5 BJ 10 u 10 u 10 u 10 u 10 u 10 u 10 u I 1/87 Rev. I I J .. 1 I R I I I I I •• I I I I I I I I I I I lF SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: CQMPUCHEM LABS Contract: 12-SSl-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG Matrix: (soil/water) WATER Lab Sample ID: Sample wt/vol: 1000 (g/mL) tu..__ Lab File ID: Level: (low/med) LOW Date Received: t Moisture: not dee. dee. Date Extracted: Extraction: Date Analyzed: EPA SAMPLE NO· I 9168SW2-l I No.: 01 288530 GH0BB530Al6 09/22/89 99Li1!1LB9 09,:'.26,:'.89 GPC Cleanup: (SepF/Cont/Sonc) (Y/N) li,_ pH: Dilution Factor: l.O -~-- I I I I Number TICs found: _Q_ CAS NUMBER COMPOUND =--•-=========== ==========-- NAME - - CONCENTRATION UNITS: (ug/L or ug/Kg) UG,:'.L . RT EST. CONC. --====== ===---------- FORM I SV-TIC Q ===== I I I I I I I I I I 1/87 Rel I J ,J I I I I I I I I I I I I I I I I I I I lB SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET Lab Name: COMPUCHEM LABS Contract: 12-881-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG Matrix: ( soil/water) WATER Lab Sample ID: sample wt/vol: 1000 (g/mL) Ml._ Lab File ID: Level: (low/med) LOW Date Received: t Moisture: not dee. dee. Date Extracted: EPA SAMPLE NO. I 9168SW8-l I --1 No.: 01 288519 GH0885l9Al6 09/22/89 09/2:;i/l,!9 I I I Extraction: (SepF/Cont/Sonc) ~ Date Analyzed: 09/26/89 GPC Cleanup: (Y/N) H_ pH: Dilution Factor: ai~-~o __ _ CAS NO. COMPOUND 108-95-2--------Phenol CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L lll-44-4--------bis(2-Chloroethyl)Ether 95-57-8---------2-Chlorophenol 541-73-1--------l,3-Dichlorobenzene 106-46-7--------1,4-Dichlorobenzene 100-51-6--------Benzyl Alcohol 95-50-1---------l,2-Dichlorobenzene 95-48-7---------2-Methylphenol 39638-32-9------bis(2-Chloroisopropyl)Ether_ 106-44-5--------4-Methylphenol 621-64-7--------N-Nitroso-Di-n-Propylamine __ 67-72-1---------Hexachloroethane 98-95-3---------Nitrobenzene 78-59-1---------Isophorone 88-75-5---------2-Nitrophenol 105-67-9--------2,4-Dimethylphenol 65-85-0---------Benzoic Acid lll-91-1--------bis(2-Chloroethoxy)Methane_ 120-83-2--------2,4-Dichlorophenol 120-s2-1--------1,2,4-Trichlorobenzene 91-20-3---------Naphthalene 106-47-8--------4-Chloroaniline 87-68-3---------Hexachlorobutadiene 59-50-7---------4-Chloro-3-Methylphenol 91-57-6---------2-Methylnaphthalene 77-47-4---------Hexachlorocyclopentadiene __ 88-06-2---------2,4,6-Trichlorophenol 95-95-4---------2,4,5-Trichlorophenol 91-58-7---------2-Chloronaphthalene 88-74-4---------2-Nitroaniline 131-11-3--------Dimethyl Phthalate 208-96-8--------Acenaphthylene 606-20-2--------2,6-Dinitrotoluene FORM I sv-1 Q 2 J 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 {J 10 u 10 u 10 u 10 u 10 u 10 u 50 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 50 u 10 u 50 u 10 u 10 u 10 u l/87 I I I I I I I I I I I I Rev. I I I I I I I I I I I I I I I I I I I I lC SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE No.I 9168SW8-l I __ , Lab Name: COMPUCHEM LABS Contract: {2-88)-REVS Lab code: COMPU Case No.: 17902 SAS No.: SDG No.: Ol Matrix: (soil/water) WATER Lab Sample ID: 288519 Sample wt/vol: 1000 (g/mL) ~ Lab File ID: GH088519Al6 Level: (low/med) ~L9~W.,,___ Date Received: 09/22/89 t Moisture: not dee. dee. Date Extracted: 09/25/89 Extraction: GPC Cleanup: (SepF/Cont/Sonc) (Y/N) lL_ Sill pH: Date Analyzed: 09/26/89 Dilution Factor: al~.o,,_ __ CONCENTRATION UNITS: CAS NO. COMPOUND . (ug/L or ug/Kg) UG/L Q 99-09-2---------3-Nitroaniline 50 u 83-32-9---------Acenaphthene . -10 u 51-28-5---------2,4~Dinitrophenol ·so u 100-02~7--------4-Nitrophenol 50 u 132-64-9--------Dibenzofuran 10 u 121-14-2--------2,4-Dinitrotoluene 10 u 84-66-2---------Diethylphthalate 10 u 7005-72-3-------4-Chlorophenyl-phenylether __ 10 u 86-73-7--------~Fluorene 10 u 100-01-6--------4-Nitroaniline 50 u 534-52-1--------4,6-Dinitro-2-Kethylphenol_ 50 u 86-30-6---------N-Nitrosodiphenylamine (1)_ 10 u 101-55-3--------4-Bromophenyl-phenylether __ 10 u 118-74-1--------Hexachlorobenzene 10 u 87-86-5---------Pentachlorophenol 50 u 85-01-8---------Phenanthrene 10 u 120-12-1--------Anthracene 10 u 84-74-2---------oi-n-Butylphthalate 10 u 206-44-0--------Fluoranthene 10 u 129-oo-o--------Pyrene 10 u 85-68-7--~------Butylbenzylphthalate 10 u 91-94-1---------3,3'-Dichlorobenzidine 20 u 56-55-3---------Benzo(a)Anthracene 10 u 218-01-9--------Chrysene 10 u 117-81-7--------bis(2-Ethylhexyl)Phthalate_ 4 BJ 117-84-o--------oi-n-octyl Phthalate 10 u 205-99-2--------Benzo(b)Fluoranthene 10 u 207-08-9---~----Benzo(k)Fluoranthene 10 u 50-32-8---------Benzo(a)Pyrene 10 u 193-39-5--------Indeno{l,2,3-cd)Pyrene 10 u 53-70-3---------Dibenzo(a,h)Anthracene 10 u 191-24-2--------Benzo(g,h,i)Perylene 10 u ' (1) -Cannot be separated from Diphenylamine ,, FORM I SV-2 1/87 <' -.c.......~=---. -=-~:;:a._-= ___ :......:_.=-.-:__-_-._--__ "'-_-___ SSIIIPLE OlfT#lj1j1HSf:l'frill••1111mlllllllilfift"IL.·-,,---,-... -... - \ t 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 I I I I I I I I lF SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: COMPUCHEM LABS contract: (2-88)-REVS EPA SAMPLE NO .• 9168SW8-l I Lab Code: COMPU Case No.: l 7902 SAS No.: SDG No.: 01 Matrix: ( soil/water) WATER Lab Sample ID: 288519 Sample wt/vol: 1000 (g/mL) Ml.__ Lab File ID: GH088519Al6 Level: (low/med) LOW Date Received: 09/22/89 t Moisture: not dee. dee. Date Extracted: 02ns1a9 Extraction: (SepF/Cont/Sonc) S,EU Date Analyzed: 09/26/89 GPC Cleanup: (Y/N) H.._ pH:___ Dilution Factor: .li,~O __ _ CONCENTRATION UNITS: Number TICs found: ___Q (ug/L or ug/Kg) UG/L CAS NUMBER COMPOUND NAME RT EST. CONC. Q ==~============= ========~===========~==~= a~====== =============s •=-=== FORM I SV-TIC 1/87 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 I I I I I I I I I 1B SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE NO. I Lal:> Name: COMPUCHEM LABS contract: (2-881-REVS 9168SW9-l II __ , Lal:> code : COMPU Case No.: 17902 SAS No.: Matrix: (soil/water) WATER I -"-"-""'-'LL __ _ SDG No.: 01 Lal:> Sample ID: 288529 Sample wt/vol: 1000 (g/mL) ~ Lal:> File ID: GJ088529Al6 Level: (low/med) LOW Date Received: 09/22/89 % Moisture: not dee. dee. Date Extracted: 09!;!5/89 Extraction: ·(SepF/Cont/Sonc) GPC Cleanup: (Y/N) Ii_ pH: Date Analyzed: 09/26/89 Dilution Factor: .1~.o,._ __ CONCENTRATION UNITS: I I I I I I I I I I I I I CAS NO, COMPOUND (ug/L or ug/Kg) UG/L Q 108-95-2--------Phenol 54 lll-44-4--------l:>is(2-Chloroethyl)Ether 10 u 95-57-8---------2-Chlorophenol 10 • u 541-73-1--------1,3-Dichlorol:>enzene 10 u 106-46-7--------1,4-Dichlorol:>enzene 10 u 100-51-6--------Benzyl Alcohoi 10 u 95-50-1---------1,2-Dichlorol:>enzene 10 u 95-48-7---------2-Methylphenol 73 39638-32-9------l:>is(2-Chloroisopropyl)Ether_ 10 [1 106-44-5--------4-Methylphenol 10 u 621-64-7--------N-Nitroso-oi-n-Propylamine_ 10 u 67-72-1---------Hexachloroethane 10 u 98-95-3---------Nitrol:>enzene 44 78-59~1---------Isophorone 10 u 88-75-5---------2-Nitrophenol 10 u 105-67-9--------2,4-Dimethylphenol 10 u 65-85-0---------Benzoic Acid 50 u lll-91-l--------l:>ia(2-Chloroethoxy)Methane __ 10 u 120-83-2--------2,4-Dichlorophenol 10 u 120-82-1--------1,2,4-Trichlorol:>enzene 10 u 91-20-3---------Naphthalene 10 u 106-47-8-~------4-Chloroaniline 10 u 87-68-3---------Hexachlorol:>utadiene 10 u 59-50-7---------4-Chloro-3-Methylphenol 10 u 91-57-6---------2-Methylnaphthalene 10 u 77-47-4---------Hexachlorocyclopentadiene_ 10 u 88-06-2---------2,4,6-Trichlorophenol 81 95-95-4---------2,4,5-Trichlorophenol 50 u 91-58-7---------2-Chloronaphthalene 10 u 88-74-4---------2-Nitroaniline 50 u 131-11-3--------Dimethyl Phthalate 10 u 208-96-8--------Acenaphthylene 40 606-20-2--------2,6-Dinitrotoluene 38 FORM I SV:-1 1/87 §RIIPLE Ol!IT-11 SU,wf/fllV Rel I I I I I I I I I I I I I I I I I I I 11 I lC SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET Lab Name: coMPUCHEM LABS Contract: (2-881-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG Matrix: (soil/water) WATER Lab Sample ID: Sample wt/vol: 1000 (g/mL) Ml...._ Lab File ID: Level: (low/med) LOW Date Received: \ Moisture: not dee. dee. Date Extracted: EPA SAMPLE NO. I 9168SW9-l I No.: 01 288529 GJ088529Al6 09/22/89 09/25/89 Extraction: ( SepF /Cont/Sonc) Date Analyzed: 09/26/89 I I I I I I I I I I I I I I GPC Cleanup: (Y/N) ti.._ pH: Dilution Factor: l.O ---- CONCENTRATION UNITS: CAS NO. COMPOUND (ug/L or ug/Kg) UG/L Q 99-09-2---------3-Nitroaniline 50 u 83-32-9---------Acenaphthene 4 J 51-28-5---------2,4-Dinitrophenol 50 u 100-02-1--------4-Nitrophenol 50 u 132-64-9--------Dibenzofuran 10 u 121-14-2--------2,4-Dinitrotoluene 10 u 84-66-2---------Diethylphthalate 10 u 7005-72-3-------4-Chlorophenyl-phenylether_ 10 u 86-73-7---------Fluorene 10 u } 100-01-6--------4-Nitroaniline 50 u 534-52-1--------4;6-Dinitro-2-Methylphenol __ 50 u 86-30-6---------N-Nitrosodiphenylamine (1)_ 10 u 101-55-3--------4-Bromophenyl-phenylether __ 10 u 118-74-1--------Hexachlorobenzene 10 u 87-86-5---------Pentachlorophenol 80 ss-01-s---------Phenanthrene 10 u 120-12-1--------Anthracene 10 u 84-74-2---------Di-n-Butylphthalate 10 u 206-44-0--------Fluoranthene 37 129-oo-o--------Pyrene 10 u 85-68-7---------autylbenzylphthalate 10 u 91-94-1---------3,3'-Dichlorobenzidine 20 u 56-55-3---------aenzo(a)Anthracene 10 u 218-01-9--------Chrysene 29 117-81-7--------bis(2-Ethylhexyl)Phthalate_ 4 BJ 117-84-0--------Di-n-octyl Phthalate 10 u 205-99-2--------Benzo(b)Fluoranthene 10 u 207-08-9--------Benzo(k)Fluoranthene 10 u 50-32-8---------Benzo(a)Pyrene 10 u 193-39-5--------Indeno(l,2,J-cd)Pyrene 10 u 53-70-3---------Dibenzo(a,h)Anthracene 10 u 191-24-2--------Benzo(g,h,i)Perylene 25 (1) -Cannot be separated from Diphenylamine I FORM I sv-2 1/87 Rev. I I I I I I I I I I I I I I I I I I I I ------------------------ lF SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: COMPUCHEM LABS Contract: 12-BBl-REVS EPA SAMPLE No. I 9168SW9-l II --~ Lab Code: COMPU case.No.: 17902 SAS No.: SDG No.: ~9-1~-I Matrix: (soil/water) WATER Sample wt/vol: 1000 (g/mL) Ml.,_ Level: ( low/med) LOW % Moisture: not dee. Extraction: GPC Cleanup: (SepF/Cont/Sonc) (Y/N) li...._ .Number TICS found: ----2 dee. pH: Lab Sample ID: Lab File IO: Date Received: Date Extracted: Date Analyzed: Dilution Factor: CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 288529 GJ088529Al6 0902.:'.89 0905/89 09.:'.2§<'.'.89 1,0 I I I I CAS NUMBER COMPOUND NAME RT EST. CONC. FORM I SV-TIC I I I I I I I I I 1/87 Re~ .. I I I I I I I I I I I I I I I 11 I I I I I 1B SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET Lab Name: COMPUCHEM LABS contract: (2-88)-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG Matrix: (soil/water) WATER Lab Sample ID: Sample wt/vol: 500 (g/mL) Ml,__ Lab File ID: Level: (low/med) ~LO~w,,__ Date Received: t Moisture: not dee. dee. Date Extracted: EPA SAMPLE NO .• BOM-lR I No.: 01 291019 GR091019B20 09/J0/89 10/Q~/89 Extraction: ( SepF /Cont/Sonc) Date Analyzed: lQ/QS/89 GPC Cleanup: (Y/N) H...._ pH: Dilution Factor: CAS NO. COMPOUND 108-95-2--------Phenol CONCENTRATION UNITS: . (ug/L or ug/Kg) UG/L lll-44-4--------bis(2-Chloroethyl)Ether 95-57-8---------2-Chlorophenol 541-73-1--------1,3-Dichlorobenzene 106-46-7--------1,4-Dichlorobenzene 100-51-6--------Benzyl Alcohol 9~-S0-1---------1,2-Dichlorobenzene 9S-48-7---------2-Methylphenol 39638-32-9------bi~(2-Chloroisopropyl)Ether_ 106-44-S--------4-Methylphenol 621-64-7--------N-Nitroso-Di-n-Propylamine __ 67-72-1---------Hexachloroethane 98-9S-3---------Nitrobenzene 78-S9-l---------Isophorone 88-7S-s---------2-Nitrophenol lOS-67-9--------2,4-Dimethylphenol 6S-es-o---------Benzoic Acid lll-91-l--------bis(2-Chloroethoxy)Methane __ 120-83-2--------2,4-Dichlorophenol 120-02-1--------1,2,4-Trichlorobenzene .91-20-3---------Naphthalene 106-47-8-~------4-Chloroaniline 87-68-3---------Hexachlorobutadiene S9-S0-7---------4-Chloro-3-Methylphenol 91-57-6---------2-Methylnaphthalene 77-47-4---------Hexachlorocyclopentadiene __ 88-06-2---------2, 4 ,·6-Trichlorophenol 95-95-4---------2,4,5-Trichlorophenol 91-S8-7---------2-Chloronaphthalene 88-74-4---------2-Nitroanilina 131-11-3--------Dimethyl Phthalate 208-96-8--------Acenaphthylena 606-20-2------~-2,6-Dinitrotoluene FORM I sv-1 -·· -___ ,,-. -=:c--::._~S:nllilMPNIF71lf.L.Ec-Ollf• !if:11#1 I fff!= t 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 so 10 10 10 10 10 10 10 10 10 10 50 10 so 10 10 10 u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u Q 1/87 I I I I I I I I I Rel I I I I I I I I I I I I I I I I I I I I ::!:i::::' lC SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET EPA: SAMPLE NO .1 Lab Name: COKPUCHEK LABS Contract: £2-88)-REVS BOM-lR ~ --• Lab Code: COKPU Case No.: 17902 Matrix: (soil/water) WATER I SAS No.: SDG No.: 01 Lab Sample ID: 291019 Sample wt/vol: 500 (g/mL) tU....._ Level: (low/med) LOW I Lab File ID: GR091019B20 Date Received: 09/30/89 \ Moisture: not dee. dee. Extraction: (SepF/Cont/Sonc) Date Extracted: 10/04/89 Date Analyzed: I 10/05/89 GPC Cleanup: (Y/N) li__ pH: , Dilution Factor: o,...w:l•O I ~1•(~ Q I CAS NO. COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 99-09-2---------3-Nitroaniline 83-32-9---------Acenaphthene 51-28-5---------2,4-Dinitrophenol 100-02-7--------4-Nitrophenol 132-64-9--------Dibenzofuran 121-14-2--------2,4-Dinitrotoluene 84-66-2---------Diethylphthalate 7005-72-3-------4-Chlorophenyl-phenylether __ 86-73-7---------Fluorene 100-01-6--------4-Nitroaniline 534-52-1--------4,6-Dinitro-2-Methylphenol_ 86-30-6---------N-Nitrosodiphenylamine (1)_ 101-55-3--------4-Bromophenyl-phenylether __ 118-74-1--------Hexachlorobenzene 87-86-5---------Pentachlorophenol ss-01-0---------Phenanthrene 120-12-1--------Anthracene 84-74-2---------Di-n-Butylphthalate 206-44-0--------Fluoranthene 129-00-0--------Pyrene 85-68-7---------Butylbenzylphthalate 91-94-1---------3,3'-Dichlorobenzidine 56-55-3---------Benzo(a)Anthracene 218-01-9--------Chrysene ll7-81-7--------bis(2-Ethylhexyl)Phthalate_ 117-84-0--------Di-n-octyl Phthalate 205-99-2--------Benzo(b)Fluoranthene 207-08-9--------Benzo(k)Fluoranthene 50-32-8---------Benzo(a)Pyrene 193-39-5--------Indeno(l,2,3-cd)Pyrene 53-70-3---------Dibenzo(a,h)Anthracene 191-24-2--------Benzo(g,h,i)Perylene (1) -Cannot be separated from Diphenylamine FORM I sv-2 _ 5/lilllPI.. E -DR T•-stHllflllllV 50 10 50 50 10 10 10 10 10 50 50 10 10 10 50 10 10 10 10 10 10 20 10 10 24 10 10 10 10 10 10 10 u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u I I I I I I I I I I 1/87 Rev. I I I I I I I I I I I I I I I I I i I I I I lF SEMIVOIATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: COMPUCHEM LABS Contract: (2-881-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG Matrix: (soil/water) WATER Lab Sample ID: sample wt/vol: 500 Lab File ID: Level: (low/med) r.pw Date Received: % Moisture: not dee. dee. Date Extracted: Extraction: Date Analyzed: EPA SAMPLE NO I BOM-lR I No.: 01 291019 GR091019B20 09/J0/89 10/04/89 10/05/89 I I GPC Cleanup: (SepF/Cont/Sonc) (Y/N) H...._ ilff pH:· __ Dilution Factor: Number TICS found: __Q. CAS NUMBER COMPOUND NAME CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L RT EST. CONC. =-============== =-==-----=-===-------=----======== ============= FORM I SV-TIC Q •==== 1/87 I I I I I I I I I I I I I I I I I I I I I I ii I I I I I 1B SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET Lab Name: COMPUCHEM LABS Contract: 12-88)-REVS Lab Code: COMPU Case No.: 17902 SAS No.: ·SDG Matrix: (soil/water) WATER Lab sample ID: Sample wt/vol: 500 (g/mL) Ml,__ Lab File.ID: Level: (low/med) LOW Date Received: t Moisture: not dee. dee. Date Extracted: EPA SAMPLE NO. I PON-lR I __ r- No. : 01 291010 GR091010A20 09/30/89 10/0~/89 1 I I Extraction: GPC Cleanup: (SepF/Cont/Sonc) (Y/N) ti...._ pH: Date Analyzed: 10/05/89 Dilution Factor: aA6J,IJ I JJ,td(~I~ CAS NO. COMPOUND 108-95-2~-------Phenol CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L lll-44-4--------bis(2-Chloroethyl)Ether 95-57-8---------2-Chlorophenol 541-73-1--------1,3-Dichlorobenzene 106-46-7--------1,4-Dichlorobenzene 100-51-6--------Benzyl Alcohol 95-50-1---------1,2-Dichlorobenzene 95-48-7---------2-Methylphenol 39638-32-9~-----bis(2-Chloroisopropyl)Ether_ 106-44-5--------4-Methylphenol 621-64-7--------N-Nitroso-Di-n-Propylamine_ 67-72-1--~----~-Hexachloroethane 98-95-3---------Nitrobenzene 78-59-1---------Isophorone 88-75-5---------2-Nitrophenol 105-67-9--------2,4-Dimethylphenol 65-85-0---------Benzoic Acid lll-91-l--------bis(2-Chloroethoxy)Methane __ 120-83-2--------2,4-Dichlorophenol 120-82-1--------l,2,4-Trichlorobenzene 91-20-3---------Naphthalene 106-47-8--------4-Chloroaniline 87-68-3---------Hexachlorobutadiene 59-50-7---------4-Chloro-3-Methylphenol 91-57-6---------2-Methylnaphthalene 77-47-4---------Hexachlorocyclopentadiene __ 88-06-2---------2,4,6-Trichlorophenol 95-95-4---------2,4,5-Trichlorophenol 91-58-7---------2-Chloronaphthalene 88-74-4---------2-Nitroaniline 131-11-3--------Dimethyl Phthalate 208-96-8--------Acenaphthylene 606-20-2--------2,6-Dinitrotoluene FORM I SV-1 S fllll'"L;6::._IJllr• !iil#IWV 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 50 10 10 10 10 10 10 10 10 10 10 50 10 ·so 10 10 10 u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u Q I I I I I I I I I I I 1/87 Rev. I I I I I I I I I I I I I I I I I I I 'I I lC EPA SAMPLE NO. I SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET PON-lR I --~ Lab Name: COMPUCHEM LABS contract: 12-88)-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: 01 Matrix: ( soil/water) WATER Lab sample ID: 291010 Sample wt/vol: 500 (g/mL) ~ Lab File ID: GR091010A20 Level: (low/med) LOW Date Received: Q900dl9 t Moisture: not dee. dee. Date Extracted: 10/04/89 Extraction: (SepF /Cont/Sonc) 5_EU Date Analyzed: 10/05/89 Dilution Factor: o -fl61.d CONCENTRATION UNITS: GPC Cleanup: (Y/N) H,_ pH: CAS NO. COMPOUND (ug/L or ug/Kg) UG/L Q 99-09-2---------J-Nitroaniline 50 u BJ-32-9---------Acenaphthene 10 u 51-28-5---------2,4-Dinitrophenol 50 u 100-02-7--------4-Nitrophenol 50 u 132-64-9--------Dibenzofuran 10 u 121-14-2--------2,4-Dinitrotoluene 10 u 84-66-2---------Diethylphthalate 10 u 7005-72-3-------4-Chlorophenyl-phenylether_ 10 u 86-73-7---------Fluorene 10 u 100-01-6--------4-Nitroaniline 50 u 534-52-1--------4,6-Dinitro-2-Methylphenol_ 50 u 86-30-6---------N-Nitrosodiphenylamine (l)_·_ 10 u 101-55-3--------4-Bromophenyl-phenylether __ 10 u 118-74-1--------Hexachlorobenzene 10 u 87-86-5---------Pentachlorophenol 50 u 85-01-8---------Phenanthrene 10 u 120-12-1--------Anthracene 10 u 84-74-2---------Di-n-Butylphthalate 10 u 206-44-0---~----Fluoranthene 10 u 129-00-o--------Pyrene 10 u 85-68-7---------Butylbenzylphthalate 10 u 91-94-1---------3,J'-Dichlorobenzidine 20 u 56-55-3---------Benzo(a)Anthracene 10 u 218-01-9--------Chrysene 10 u 117-81-7--------bis(2-Ethylhexyl)Phthalate_ 2 J 117-84-0--------Di-n-Octyl Phthalate 10 u 205-99-2--------Benzo(b)Fluoranthene 10 u 207-08-9--------Benzo(k)Fluoranthene 10 u 50-32-8---------Benzo(a)Pyrene 10 u 193-39-5--------Indeno(l,2,3-cd)Pyrene 10 u 53-70-3---------Dibenzo(a,h)Anthracene 10 u 191-24-2--------Benzo(g,h,i)Perylene 10 u (1) -Cannot be separated from Diphenylamine FORM I sv-2 1/87 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 I I I I I I I I lF SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: COMPUCHEM LABS Contract: (2-881-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG Matrix: (soil/water) WATER Lab sample IO: Sample wt/vol: 500 (g/mL) Ill.._ Lab File IO: Level: (low/med) ..,LO"'W,___ Date Received: % Moisture: not dee. dee. Date Extracted: Extraction: (SepF/Cont/Sonc) Date Analyzed: EPA SAMPLE NO .1 PON-lR .. --• ............,,__ I No.: 01 291010 GR09lOlOA20 09/30/89 lQ/04/~2 I I GPC Cleanup: (Y/N) Ii_ pH: Dilution Factor: Number TICs found: __o CAS NUMBER CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L COMPOUND NAME RT EST. CONC. ============= FORM I SV-TIC -., . ~=-===========::!S-•■•-~t:t::R.li:. Ollflil-JiilfT i fi'V \ t. 1/87 I I I I I .I I I I I I I I I I I I I I I I II I I I I 1B SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE NO. I SL-lR ~ Lab Name: COMPUCHEM LABS Contract: (2-88)-REVS -I Lab Code: COMPU Case No.: 17902 Matrix: (soil/water) WATER Sample wt/vol: 500 (g/mL) tll...._ Level: (low/med) LOW \ Moisture: not dee. dee. Extraction: SAS No.: SDG No.: ,,_o.._1 __ Lab Sample ID: a2=9~10~1~3.__ __ _ Lab File ID: GR091013A20 Date Received: 09/30/89 Date Extracted: 10/04/89 Date Analyzed: 10/05/89 I I I GPC Cleanup: ( Sep F / Cont/ Sonc) (Y/N) 1'L.. pH: Dilution Factor: Q..-5·g:::·-/,<.) )Ol<JI CAS NO. COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 108-95-2--------Phenol lll-44-4--------bis(2-Chloroethyl)Ether 95-57-8---------2-Chlorophenol 541-73-1--------1,3-Dichlorobenzene 106-46-7--------1,4-Dichlorobenzene 100-51-6--~-----Benzyl Alcohol 95-50-1---------1,2-Dichlorobenzene 95-48-7---------2-Methylphenol 39638-32-9------bis(2-Chloroisopropyl)Ether_ 106-44-5--------4-Methylphenol . 621-64-7--------N-Nitroso-Di-n-Propylamine_ 67-72-1---------Hexachloroethane 98-95-3------~--Nitrobenzene 78-59-1---------Isophorone 88-75-5---------2-Nitrophenol 105-67-9--------2,4-Dimethylphenol 65-85-0---------Benzoic Acid lll-91-l--------bis(2-Chloroethoxy)Methane_ 120-83-2--------2,4-Dichlorophenol ' 120-s2-1--------l,2,4-Trichlorobenzene 91-20-3---------Naphthalene 106-47-8--------4-Chloroaniline 87-68-3---------Hexachlorobutadiene 59-50-7---------4-Chloro-3-Methylphenol 91-57-6-----~---2-Methylnaphthalene 77-47-4---------Hexachlorocyclopentadiene_ 88-06-2---------2,4,6-Trichlorophenol 95-95-4---------2,4,5-Trichlorophenol 91-58-7---------2-Chloronaphthalene 88-74-4-~-------2-Nitroaniline 131-11-3--------Dimethyl Phthalate - 208-96-8--------Acenaphthylene 606-2.0-2--------2, 6-Dinitrotoluene FORM I sv-1 --·-1 • -------. ~ --., --: • ;;' --; 'I",. 10 10 10 10 10 10 10 10 10· 10 10 10 10 10 10 10 ·so 10 10 10 10 10 10 10 10 10 10 50 10 50 10 10 10 u u u u u u u u u. u u u u u u u u u u u u u u u u u u u u u u u u Q 1/87 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 I I I 11 I 75· lC SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE NO .• Lab Name: COMPUCHEM LABS contract: (2-BB)-REVS SL-lR -Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: 01 Matrix: (soil/water) WATER Lab Sample ID: ....____1 291013 sample wt/vol: Level: 500 (low/med) LOW (g/mL) Ml.._ Lab File ID: GR091013A20 Date Received: 09/J0/89 I t Moisture: not dee. Extraction: dee. ( SepF /Cont/Sonc) .5..EU Date Extracted: lQ(0~/89 Date Analyzed: 10/05/89 I GPC Cleanup: (Y/N) li,__ pH: Dilution Factor: CAS NO. COMPOUND CONCENTRATION UNITS:, (ug/L or ug/Kg) UG/L 99-09-2---------3-Nitroaniline 83-32-9---------Acenaphthene 51-28-5---------2,4-Dinitrophenol 100-02-1--------4-Nitrophenol . 132-64-9--------Dibenzofuran 121-14-2--------2,4-Dinitrotoluene 84-66-2---------Diethylphthalate 7005-72-3-------4-Chlorophenyl-phenylether __ 86-73-7---------Fluorene 100-01-6--------4-Nitroaniline 534-52-1--------4,6-Dinitro-2-Methylphenol_ 86-30-6---------N-Nitrosodiphenylamine (1)_ 101-55-3--------4-Bromophenyl-phenylether __ 118-74-1--------Hexachlorobenzene 87-86-5---------Pentachlorophenol 85-01-8---------Phenanthrene 120-12-7--------Anthracene 84-74-2---------Di-n-Butylphthalate 206-44-0--------Fluoranthene 129-oo-o--------Pyrene 85-68-7---------Butylbenzylphthalate 91-94-1---------3,3'-Dichlorobenzidine 56-55-3---------Benzo(a)Anthracene 218-01-9--------Chrysene 117-81-7--------bis(2-Ethylhexyl)Phthalate_ 117-84-o--------oi-n-octyl Phthalate 205-99-2--------Benzo(b)Fluoranthene 207-08-9--------Benzo(k)Fluoranthene 50-32-8---------Benzo(a)Pyrene 193-39-5--------Indeno(l,2,3-cd)Pyrene 53-70-3---------Dibenzo(a,h)Anthracene 191-24-2--------Benzo(g,h,i)Perylene (l) -cannot be separated from Diphenylamine FORM I sv-2 50 u 10 u 50 u 50 u 10 u 10 u 10 u 10 u 10 u 50 u 50 u 10 u 10 u 10 u 50 u 10 u 10 u 10 u 10 u 10 u 10 u 20 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u Q 1/87 I I I I I I I I I I I Rev. I L~W~:i18ili88:lii##:~SlilllW••·•ll ►il5iiiE::::ii=:ii:aic,c=c-::~J I I I I I I I I I I I I 0 I I I I I I lF SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: COMPUCHEM LABS contract: 12-88)-REVS EPA SAMPLE NO .• SL-lR I Lab Code: CQMPU Case No.i 17902 SAS No.: SDG No.: Ol Matrix: (soil/water) WATER Lab Sample ID: 291013 sample wt/vol: 500 (g/mL) Ml,_ Lab File ID: GR09101JA20 Level: (low/med) WW Date Received: 09/30/89 % Moisture: not dee. dee. Date Extracted: 10/04/89 Extraction: (SepF/Cont/Sonc) S,lll'. Date Analyzed: 10/05/89 GPC Cleanup: (Y/N) li.._ pH:___ Dilution Factor: CONCENTRATION UNITS: Number TICS found: ~ (ug/L or ug/Kg) UG/L CAS NUMBER COMPOUND NAME RT EST. CONC. ==----------= FORM I SV-TIC 1/87 . ·--1--" 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 I I I I 1B SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET Lab Name: COMPUCHEM LABS Contract: 12-881-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG Matrix: (soil/water) WATER Lab Sample ID: sample wt/vol: 500 (g/mL) ~ Lab File ID: Level: (low/med) =LO=W __ Date Received: t Moisture: not dee. dee. Date Extracted: Extraction: Date Analyzed: EPA SAMPLE NO. I sw-1-1 --1 No.: 01 291017 GR091017A20 09/30/89 10/0~/89 10/05/89 I I I GPC Cleanup: (SepF/Cont/Sonc) (Y/N) li__ pH: Dilution Factor: CAS NO. COMPOUND 108-95-2--------Phenol CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L lll-44-4--------bis(2-Chloroethyl)Ether 95-57-8---------2-Chlorophenol 541-73-1--------1,3-Dichlorobenzene 106-46-7--------1,4-Dichlorobenzene 100-51-6--------Benzyl Alcohol 95-50-1---------1,2-Dichlorobenzene 95-48-7---------2-Methylphenol 39638-32-9------bis(2-Chloroisopropyl)Ether_ 106-44-5--------4-Methylphenol 621-64-7--------N-Nitroso-Di-n-Propylamine_ 67-72-1---------Hexachloroethane 98-95-3------·---N i trobenzene 78-59-1---------Isophorone 88-75-5---------2-Nitrophenol 105-67-9--------2,4-Dimethylphenol 65-85-0---------aenzoic Acid lll-91-l--------bia(2-Chloroethoxy)Methane __ 120-83-2--------2,4-Dichlorophenol 120-e2-1--------1,2,4-Trichlorobenzene 91-20-3---------Naphthalene 106-47-8--------4-Chloroaniline 87-68-3---------Hexachlorobutadiene 59-50-7---------4-Chloro-3-Methylphenol 91-57-6---------2-Methylnaphthalene 77-47-4---------Hexachlorocyclopentadiene __ 88-06-2---------2,4,6-Trichlorophenol 95-95-4---------2,4,5-Trichlorophenol 91-58-7---------2-Chloronaphthalene 88-74-4---------2-Nitroaniline 131-11-3--------Dimethyl Phthalate · 208-96-8--------Acenaphthylene 606-20-2--------2,6-Dinitrotoluene FORM I sv-1 --••--- I ' t:• •• .,.. ft"T 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 50 10 10 10 10 10 10 10 10 10 10 50 10 50 10 10 ·10 u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u Q I I I I I I I I I I 1/87 Revl I I I I I I I I I I I I I I I I I I I lC SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET Lab Name: COMPUCHEM LABS Contract: 12-88)-REVS Lab Code: COMPU case No.: 17902 SAS No.: SDG Matrix: ( soil/water) ·WATER Lab Sample ID: Sample wt/vol: 500 (g/mL) tU,._'._ Lab File ID: Level: (low/med) LOW Date Received: % Moisture: not dee. dee. Date Extracted: Extraction: ( SepF /_Cont/Sonc) 5_E.Pf Date Analyzed: EPA SAMPLE NO .• sw-1-1 I No.: 01 291017 GR091017A20 09/30/89 10/0~/!l2 10/05/89 I I I GPC Cleanup: (Y/N) IL__ pH: Dilution Factor: CAS NO. COMPOUND 99-09-2---------3-Nitroaniline 83-32-9---------Acenaphtherie 51-28-5---------2,4-Dinitrophenol 100-02-1--------4-Nitrophenol 132-64-9--------Dibenzofuran 121-14-2--------2,4-Dinitrotoluene 84._66-2---------Diethylphthalate CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 7005-72-3-------4-Chlorophenyl-phenylether __ 86-73-7---------Fluorene 100-01-6--------4-Nitroaniline 534-52-1--------4,6-Dinitro-2-Methylphenol __ 86-30-6---------N-Nitrosodiphenylamine· (1) __ 101-55-3--------4-Bromophenyl-phenylether __ 118-74-1--------Hexachlorobenzene 87-86-5---------Pentachlorophenol 85-01-a---------Phenanthrene 120-12-1--------Anthracene 84-74-2---------Di-n-Butylphthalate 206-44-0--------Fluoranthene 129-00-0--------Pyrene 85-68-7---------Butylbenzylphthalate 91-94-1--~------3,3'-Dichlorobenzidine 56-55-3---------Benzo(a)Anthracene 218-01-9--------Chrysene 117-81-7--------bis(2-Ethylhexyl)Phthalate_ 117-84-0--------Di-n-Octyl Phthalate 205-99-2--------Benzo(b)Fluoranthene 207-08-9--------Benzo(k)Fluoranthene 50-32-8---------Benzo(a)Pyrene 193-39-5--------Indeno(l,2,3-cd)Pyrene 53-70-3---------Dibenzo(a,h)Anthracene 191-24-2--------Benzo(g,h,i)Perylene (1) -Cannot be separated from Diphenylamine FORM I SV-2 50 u 10 u 50 u 50 u 10 u 10 u 10 u 10 u 10 u 50 u 50 u 10 u 10 u 10 u 50 u 10 u 10 u 10 u 10 u 10 u 10 u 20 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u Q I I I I I I I I I I I 1/87 Rev. I -----_.,_ liii:::::=3iililc:!iiiiz=E::;;j•••••.t~•~•NiEl!i9=~:RiCIIF••••!l•il!:r=:::s=· === J t. I I I I I I I I I I I I I I I I I I I lF SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: COMPUCHEM LABS Contract: 12-881-REVS Lab code: COMPU Case No.: 17902 SAS No.: SDG Matrix: (soil/water) WATER Lab Sample ID: Sample wt/vol: 500 (g/mL) lil.,__ Lab File ID: Level: (low/med) LOW Date Received: I Moisture: not dee. dee. Date Extracted: EPA SAMPLE NO .• sw-1-1 I --1 No.: 01 .._,_____ I 291017 GR091017A20 09/30/89 10/0~/89 Extraction: ( SepF /Cont/Sonc) (Y/N) I':{_ gu Date Analyzed: 10/05/89 I I GPC Cleanup: pH: Number TICS found:~ CAS NUMBER COMPOUND NAME Dilution Factor: CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L RT EST. CONC. =•============== ============================ ======== =------=--- 1. UNKNOWN 19,22 16 2. UNKNOWN 19.35 36 3. UNKNOWN 19.44 60 FORM I SV-TIC • -1-~ ---• -• I• - Q ==== I I I J J J 1/87 I I I I I I I Rel I I I I I I I I I I I I I I I I I I I I ~---·- 1B SEMIVOI..ATILE ORGANICS ANALYSIS DATA SHEET Lab Name: COMP{/CHEM LABS Contract: 12-881-REVS EPA SAMPLE NO· I SW-3-1 I Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: 01 Matrix: (soil/water) WATER Sample wt/vol: Level: (low/med) % Moisture: not dee. Extraction: 500 LOW (g/mL) M1i_ dee. snr Lab Sample ID: ~• 291015 Lab File ID: GR091015A20 Date Received: 09/30/89 I Date Extracted: 10/Q~/89 Date Analyzed: 10/05/89 I GPC Cleanup: (SepF/Cont/Sonc) (Y/N) lL.. pH: Dilution Factor: CAS NO. COMPOUND CONCENTRATION UNITS:. (ug/L or ug/Kg) UG/L 108-95-2--------Phenol lll-44-4--------bis(2-Chloroethyl)Ether 95-57-8---------2-Chlorophenol 541-73-1-------~l,3-Dichlorobenzene 106-46-7--------1,4-Dichlorobenzene 100-51-6--------Benzyl Alcohol 95-50-1---------1,2-Dichlorobenzene 95-48-7---------2-Methylphenol 39638-32-9------bis(2-Chloroisopropyl)Ether_ 106-44-5--------4-Methylphenol 621-64-7--------N-Nitroso-Di-n-Propylamine __ 67-72-1---------Hexachloroethane 98-95-3---------Nitrobenzene 78-59-1---------Isophorone 88-75-5---------2-Nitrophenol 105-67-9--------2,4-Dimethylphenol 65-85~0~--------Benzoic Acid lll-91-l--------bis(2-Chloroethoxy)Methane_ 120-sJ-2--------2,4-Dichlorophenol 120-s2-1-----~--l,2,4-Trichlorobenzene 91-20-3---------Naphthalene 106-47~8--------4-Chloroaniline 87-68-3---------Hexachlorobutadiene 59-50-7---------4-Chloro-3-Methylphenol 91-57-6---------2-Methylnaphthalene 77-47-4---------Hexachlorocyclopentadiene __ 88-06-2---------2,4,6-Trichlorophenol 95-95-4---------2,4,5-Trichlorophenol 91-58-7---------2-Chloronaphthalene 88-74-4---------2-Nitroaniline 131-11-3--------Dimethyl Phthalate 208-96-8--------Acenaphthylene 606-20-2------~-2,6-Dinitrotoluene FORM I sv-1 PC:• ...... -· . . . . - 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 50 10 10 10 10 10 10 10 10 10 10 50 10 50 10 10 10 u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u Q 1/87 I I I I I I I I I I I I I I I I I I I I I I I /1 I I I I I I I lC SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE NO, SW-3-1 Lab Name: COMPUCHEM LABS Contract: (2-88)-REVS Lab Code: COMPU case No.: 17902 SAS No.: SDG No.: 01 Matrix: (soil/water) WATER Lab Sample ID: 291015 I Sample wt/vol: 500 (g/mL) Ml....... Lab File ID: GR091015A~Q Level: (low/med) ~LO~W....__ Date Received: 09/J0/89 I \ Moisture: not dee. dee. Date Extracted: 10/0~/89 Extraction: Date Analyzed: 10/05/89 GPC Cleanup: (SepF/Cont/Sonc) (Y/N) li.._ pH: Dilution Factor: CAS NO. COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 99-09-2---------3-Nitroaniline 83-32-9---------Acenaphthene 51-28-5---------2,4-Dinitrophenol 100-02-1--------4-Nitrophenol 132-64-9--------Dibenzofuran 121-14-2--------2, 4.-Dinitrotoluene 84-66-2---------Diethylphthalate 7005-72-3-------4-Chlorophenyl-phenylether_ 86-73-7---------Fluorene 100-01-6--------4-Nitroaniline 534-52-1--------4,6-Dinitro-2-Methylphenol __ 86-30-6---------N-Nitrosodiphenylamine (1)_ 101-55-3--------4-Bromophenyl-phenylether __ 118-74-1--------Hexachlorobenzene 87-86-5---------Pentachlorophenol ss-01-s---------Phenanthrene 120-12-1--------Anthracene 84-74-2---------Di-n-Butylphthalate 206-44-0--------Fluoranthene 129-00-o--------Pyrene 85-68-7---------Butylbenzylphthalate 91-94-1---------3,3'-Dichlorobenzidine 56-55-3---------Benzo(a)Anthracene 218-01-9--------chrysene 117-81-7--------bis(2-Ethylhexyl)Phthalate_ 117-84-0--------Di-n-Octyl Phthalate 205-99-2--------Benzo(b)Fluoranthene 207-08-9--------Benzo(k)Fluoranthene 50-32-8---------Benzo(a)Pyrene 193-39-5--------Indeno(l,2,3-cd)Pyrene 53-70-3---------Dibenzo(a,h)Anthracene 191-24-2--------Benzo(g,h,i)Perylene (1) -cannot be separated from Diphenylamine FORM I SV-2 ==· etc. - 50 u 10 u 50 u 50 u 10 u 10 u 10 u 10 u 10 u 50 u 50 u 10 u 10 u 10 u 50 u 10 u 10 u 10 u 10 u 10 u 10 u 20 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u Q I I I I I I I I I I 1/87: Rel I I I I I I I I I I I I I I I I I I I I I lF SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: COMPUCHEM LABS Contract: {2-88)-REVS Lab Code: COMPU case No.: 17902 SAS No.: SDG Matrix: ( soil/water) WATER Lab Sample ID: sample wt/vol: 500 (g/mL) Ml.._ Lab File ID: Level: (low/med) LOW Date Received: % Moisture: not dee. dee. Date Extracted: Extraction: (SepF/Cont/Sonc) Sil.[ Date Analyzed: EPA SAMPLE NO· I SW-J-1 I No.: 01 291015 GR091015A29 09/J0/89 10/04/89 10/05/89 I I I GPC Cleanup: (Y/N) fi.._ pH: Dilution Factor: Number TICs found: __a_ CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L CAS NUMBER COMPOUND NAME RT EST. CONC. FORM I SV-TIC 1/87 I I I I I I I I ---.. -•-w••-----• .. -:i.l'liSNM•-::::::.aliilll•-ffl.-iE'f:,:· ===~ I I I I I I I I I I I I I I I I I I I 1B SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET Lab Name: COMPUCHEM LABS contract: <2-88)-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG Matrix: (soil/water) WATER Lab Sample ID: Sample wt/vol: 500 (g/mL) lil,_ Lab File ID: Level: (low/med) r.pw Date Received: \ Moisture: not dee. dee. Date Extracted: Extraction: au Date Analyzed: EPA SAMPLE NO -I SW-J-2 I No.: 01 291020 ...,.______ I GRJ9102oa20 09/30/89 I lOL0~/89 10/05/89 I GPC Cleanup: (SepF/Cont/Sonc) (Y/N) L.. pH: Dilution Factor: CAS NO. COMPOUND 108-95-2--------Phenol CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L lll-44-4--------bis(2-Chloroethyl)Ether 95-57-8---------2-Chlorophenol 541-73-1--------1,J-Dichlorobenzene 106-46-7--------1,4-Dichlorobenzene 100-51-6--------Benzyl Alcohol 9S-50-1---------1,2-Dichlorobenzene 95-48-7---------2-Methylphenol J9638-J2-9------bis(2-Chloroisopropyl)Ether_ 106-44-5--------4-Methylphenol 621-64-7--------N-Nitroso-Di-n-Propylamine __ 67-72-1---------Hexachloroethane 98-95-3---------Nitrobenzene 78-59-1---------Isophorone 88-75-5---------2-Nitrophenol 105-67-9--------2,4-Dimethylphenol 65-85-0---------Benzoic Acid lll-91-l--------bis(2-Chloroethoxy)Methane_ 120-83-2--------2,4-Dichlorophenol 120-a2-1--------l,2,4-Trichlorobenzene 91-20-3---------Naphthalene 106-47-8-~------4-Chloroaniline 87-68-3---------Hexachlorobutadiene 59-50-7---------4-Chloro-J-Methylphenol 91-57-6---------2-Methylnaphthalene 77-47-4---------Hexachlorocyclopentadiene __ 88-06-2---------2,4,6-Trichlorophenol 95-95-4---------2,4,5-Trichlorophenol 91-58-7---------2-Chloronaphthalene 88-74-4~--------2-Nitroaniline 131-11-3--------Dimethyl Phthalate 208-96-8--------Acenaphthylene 606-20-2--------2,6-Dinitrotoluene FORM I sv-1 ----· ------. ·---~-1,--'"•---. -~-. ---· 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 50 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 50 u 10 u 50 u 10 u 10 u 10 u Q 1/87 I I I I I I I I I I Rel I I I I I I I I I I I I I I I I I I I I lC SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET Lab Name: COMPUCHEM LABS contract: r2-aal-REVS Lab Code: COMPU case No.: 17902 SAS No.: SDG Matrix: (soil/water) WATER Lab Sample ID: Sample wt/vol: 500 (g/mL) Mli...... Lab File ID: Level: (low/med) ~LO~W!!,__ Date Received: EPA SAMPLE NO -I SW-3-2 I No.: 01 ~• 291020 GRJ91020B20 09/30/89 I \ Moisture: not dee. dee. Date Extracted: 10;0~1a2 I (SepF/Cont/Sonc) Date Analyzed: lQ/05/89 Extraction: ·GPC Cleanup: (Y/N) H._ pH: Dilution Factor: ---1 ... CAS NO. COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 99-09-2---------3-Nitroaniline 83-32-9---------Acenaphthene 51-28-5---------2,4-0initrophenol 100-02-7--------4-Nitrophenol 132-64-9--------Dibenzofuran 121-14-2--~-----2,4-Dinitrotoluene 84-66-2---------Diethylphthalate 7005-72-3-------4-Chlorophenyl-phenylether __ 86-73-7---------Fluorene 100-01-6--------4-Nitroaniline 534-52-1--------4,6-Dinitro-2-Methylphenol __ 86-30-6---------N-Nitrosodiphenylamine (l)_ 101-55-3--------4-Bromophenyl-phenylether __ 118-74-1--~-----Hexachlorobenzene 87-86-5---------Pentachlorophenol · 85-01-8---------Phenanthrene • 120-12-7--------Anthracene 84-74-2---------Di-n-Butylphthalate 206-44-0--------Fluoranthene 129-00-o--------Pyrene 85-68-7---------Butylbenzylphthalate 91-94-1---------3,3'-Dichlorobenzidine 56-55-3---------Benzo(a)Anthracene 218-01-9--------Chrysene ll7-Bl-7--------bis(2-Ethylhexyl)Phthalate_ 117-84-0--------Di-n-Octyl Phthalate 205-99-2--------Benzo(b)Fluoranthene 207-08-9--------Benzo(k)Fluoranthene 50-32-8---------Benzo(a)Pyrene 193-39-5--------Indeno(l,2,3-cd)Pyrene 53-70-3---------Dibenzo(a,h)Anthracene 191-24-2--------Benzo(g,h,i)Perylene (l) -cannot be separated ;rom Diphenylamine FORM I SV-2 50 u 10 u 50 u 50 u 10 u 10 u 10 u 10 u 10 u 50 u 50 u 10 u 10 u 10 u 50 u 10 u 10 u 10 u 10 u 10 u 10 u 20 u 10 u 10 u 2 J 10 u 10 u 10 u 10 u . 10 u 10 u 10 u Q I I I I I I I I I I I 1/87 Rev. I b---·--1--.... --■PL• amT• R. :,r;;::::::::=-c-. _J D I I I I I I I I I I I I I I I I I •· lF SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: COMPUCHEM LABS Contract: 12-881-REVS Lab Code: COMPU case No.: 17902 SAS No.": SDG Matrix: (soil/water) WATER Lab Sample ID: Sample wt/vol: 500 (g/mL) Ml._ Lab File ID: Level: (low/med) ~LO~W,,__ Date Received: \ Moisture: not dee. dee. Date Extracted: EPA SAMPLE NO ·I SW-3-2 I No.: 01 291020 GRJ9102oe20 09/30/89 10/0~/8'.;! Extraction: ( SepF / Cont/ Sonc) (Y/N) 1:L.. Date Analyzed: 10/05/89 I I GPC Cleanup: pH: Number TICs found: ___Q CAS NUMBER COMPOUND NAME Dilution Factor: 9--M:: ~f>/1,{~ CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L RT I ===========================~ EST. CONC. Q I ~===== ============ ===== I I I I I I I I FORM I SV-TIC 1/87 RJ. I sJ. I I I I I I I I I I I I I I I I I I I 18 SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET Lab Name: CQMPUCHEM LABS contract: 12-88)-REVS EPA SAMPLE NO .• SW-4-1 I Lab code: COMPU Case No.: 17902 SAS No.: SDG No.: 01 Matrix: (soil/water) WATER Lab Sample ID: 290776 Sample wt/vol: 1000 (g/mL) Ml._ Lab File ID: ~H090776C08 Level: (low/med) ~LO~W,,__ Date Received: 09/29/89 % Moisture: not dee. dee. Date Extracted: 10/02/82 Extraction: (SepF/Cont/Sonc) Date Analyzed: 10/03/82 GPC Cleanup: (Y/N) lf.._ pH: Dilution Factor: .i~-~o __ _ CONCENTRATION UNITS:, CAS NO, COMPOUND (ug/L or ug/Kg) UG/L Q 108-95-2--------Phenol 10 u lll-44-4--------bis(2-Chloroethyl)Ether 10 u 95-57-8---------2-Chlorophenol 10 u 541-73-1--------1,J-Dichlorobenzene 10 u 106-46-7--------1,4-Dichlorobenzene 10 u 100-51-6--------Benzyl Alcohol 10 u 95-50-1------~--1,2-Dichlorobenzene 10 u 95-48-7---------2-Methylphenol 10 u 39638-32-9------bis(2-Chloroisopropyl)Ether_ 10 u 106-44-5--~-----4-Methylphenol 10 u 621-64-7--------N-Nitroso-Di-n-Propylamine __ 10 u 67-72-1---------Hexachloroethane 10 u 98-95-3---------Nitrobenzene 10 u 78-59-1---------Isophorone 10 u 88-75-5---------2-Nitrophenol 10 u 105-67-9--------2,4-Dimethylphenol 10 u 65-85-o---------Benzoic Acid 50 u lll-91-l--------bis(2-Chloroethoxy)Methane __ 10 u 120-83-2--------2,4-Dichlorophenol 10 u 120-a2-1--------1,2,4-Trichlorobenzene 10 u 91-20-3---------Naphthalene 10 u 106-47-8--------4-Chloroaniline 10 u 87-68-3---------Hexachlorobutadiene 10 u 59-50-7---------4-Chloro-3-Methylphenol 10 u 91-57-6---------2-Methylnaph~halene 10 u 77-47-4---------Hexachlorocyclopentadiene __ 10 u 88-06-2---------2,4,6-Trichlorophenol 10 u 95-95-4---------2,4,5-Trichlorophenol 50 u 91-58-7---------2-Chloronaphthalene 10 u 88-74-4---------2-Nitroaniline 50 u 131-11-3--------Dimethyl Phthalate 10 u 208-96-8--------Acenaphthylene 10 u 606-20-2--------2,6-Dinitrotoluene 10 u FORM I SV-1 1/87 I I I I I I I I I I I I I I ReJ I =:c::::::::::::::=:=::iiil::=:=iii::::a:iiiiil::::=:iiiiii=::::::-::1•1ii1TM••r!lr.~•ls:-=JIJIWPl:TT■•~-----c::::::::1==-,-::=..I I I I I I I I I I I I I I I I I I I I lC SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET Lab Name: COMPUCHEM LABS Contract: (2-881-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG Matrix: (soil/water) WATER Lab Sample ID: Sample wt/vol: 1000 (g/mL) ~ Lab File ID: Level: (low/med) LOW Date Received: t Moisture: not dee. dee •. Date Extracted: EPA SAMPLE NO .1 SW-4-1 I No.: 01 290776 GH090776C08 09/29/89 10/02/89 Extraction: ( SepF / Cont/ Sonc) (Y/N) lf...._ Date Analyzed: 10/03/89 I I I I I I I I I I I I I I GPC Cleanup: pH: Dilution Factor: £li•~o __ _ CAS NO. COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 99-09-2---------3-Nitroaniline 83-32-9---------Acenaphthene 51-28-5---------2, 4-Dinitroph·enol 100-02-7--------4-Nitrophenol 132-64-9--------Dibenzofuran 121-14-2--------2,4-Dinitrotoluene 84-66-2---------Diethylphthalate 7005-72-3-------4-Chlorophenyl-phenylether __ 86-73-7----~----Fluorene 100-01-6--------4-Nitroaniline 534-52-1--------4,6-Dinitro-2-Methylphenol __ 86-30-6---------N-Nitrosodiphenylamine (1)_ 101-55-3--------4-Bromophenyl-phenylether __ 118-74-1--------Hexachlorobenzene 87-86-5---------Pentachlorophenol 85-01-8---------Phenanthrene 120-12-7--------Anthracene 84-74-2---------Di-n-Butylphthalate 206-44-0--------Fluoranthene 129-00-0--------Pyrene 85-68-7---------Butylbenzylphthalate 91-94-1---------3,3'-Dichlorobenzidine 56-55-3---------Benzo(a)Anthracene 218-01-9--------Chrysene 117-81-7--------bis(2-Ethylhexyl)Phthalate_ 117-84-0--------Di-n-Octyl Phthalate 205-99-2--------Benzo(b)Fluoranthene 207-08-9--------Benzo(k)Fluoranthene 50-32-8---------Benzo(a)Pyrene 193-39-5--------Indeno(l,2,3-cd)Pyrene 53-70-3---------Qibenzo(a,h)Anthracene 191-24-2--------Benzo(g,h,i)Perylene (1) -Cannot be separated from Diphenylamine FORM I sv-2 -. ;:: . • Q 50 u 10 u 50 u 50 u 10 u 10 u 10 u 10 u 10 u 50 u 50 u 10 u 10 u 10 u 50 u 10 u 10 u 10 u 10 u 10 u 10 u .20 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u I 1/87 Rev. I I I I I I I I I I I I I I I I I I I I a lF SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: COMPUCHEM LABS Contract: (2-881-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG Matrix: (soil/water) WATER Lab Sample ID: sample wt/vol: 1000 (g/mL) lil,_ Lab File ID: Level: (low/med) LOW Date Received: % Moisture: not dee. dee. Date Extracted: EPA SAMPLE NO. I SW-4-1 \1 No.: 01 290776 GH090776C08 09/29/89 10/0~/~9 I I Extraction: (SepF/Cont/Sonc) illl Date Analyzed: 10/03/89 I I I I I I I I I I I GPC Cleanup: (Y/N) tf.._ pH: Dilution Factor: Ali•~o __ _ Number TICs found: _J2 CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L CAS NUMBER COMPOUND NAME RT EST. CONC. Q ==-==--=------== ==-==-------=----------==---======== ============ •==== • FORM I SV-TIC :sr:1 •••• IH 1/87 I ___ J I I I I I I I I I I I I I I I I _I I 1B SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE NO. I Lab Name: COMPUCHEM LABS. Contract: (2-88)-REVS SW-5-1 II __ , Lab Code: COMPU case No.: 17902 Matrix: (soil/water) WATER ~-· SAS No.: SDG No.: 01 Lab Sample ID: 290775 sample wt/vol: 1000 (g/mL) Ml,._ Lab File ID: GH090775C08 Level: (low/med) LOW Date Received: 09/29/89 t Moisture: not dee. dee. Date Extracted: 10/02/!)9 Extraction: (SepF/Cont/Sonc) GPC Cleanup: (Y/N) Ii.._ pH: ~ Date Analyzed: 10/03/89 Dilution Factor: .i~,o,._ __ CONCENTRATION UNITS: I I I I I I I I I I CAS NO. COMPOUND (ug/L or ug/Kg) UG/L Q 108-95-2--------Phenol lll-44-4--------bis(2-Chloroethyl)Ether 95-57-8---------2-Chlorophenol 541-73-1--------1,3-Dichlorobenzene 106-46-7--------1,4-Dichlorobenzene 100-51-6--------Benzyl Alcohol 95-50-1---------1,2-Dichlorobenzene 95-48-7---------2-Methylphenol 39638-32-9------bis(2-Chloroisopropyl)Ether_ 106-44-5--------4-Methylphenol 621-64-7--------N-Nitroso-Di-n-Propylamine __ 67-72-1---------Hexachloroethane 98-95-3---------Nitrobenzene 78-59-1---------Isophorone 88-75-5---------2-Nitrophenol 105-67-9--------2,4-Dimethylphenol 65-as-o---------Benzoic Acid lll-91-l--------bis(2-Chloroethoxy)Methane_ 120-83-2-.-------2, 4-Dichlorophenol 120-a2-1--------1,2,4-Trichlorobenzene 91-20-3---------Naphthalene 106-47-8--------4-Chloroaniline 87-68-3---------Hexachlorobutadiene 59-50-7---------4-Chloro-3-Methylphenol 91-57-6---------2-Methylnaphthalene 77-47-4---------Hexachlorocyclopentadiene __ 88-06-2---------2,4,6-Trichlorophenol 95-95-4---------2,4,5-Trichlorophenol 91-58-7---------2-Chloronaphthalene 88-74-4---------2-Nitroaniline 131-11-3--------Dimethyl Phthalate 208-96-8--------Acenaphthylene 606-20-2--------2,6-Dinitrotoluene FORM I sv-1 -----·-:TT L -. . ---., -. .. 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 50 10 10 10 10 10 10 10 10 10 10 50 10 50 10 10 10 u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u I I I 1/87 Re,. I ::::::::::::===== -~-sJ I I I I I I I I I I I I I I I I I I I lC SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET Lab Name: COMPUCHEM LABS contract: 12.-88) -REVS Lab Code : COMPU Case No.: 17902 SAS No.: SDG Matrix: (soil/water) WATER Lab sample IO: sample wt/vol: 1000 (g/mL) Ml.....__ Lab File ID: Level: (low/med) rpw Date Received: % Moisture: not dee. dee. Date Extracted: EPA SAMPLE NO .• SW-5-1 I No.: 01 290775 GH090775C08 09/29/89 101'.021'.89 Extraction: GPC Cleanup: (SepF/Cont/Sonc) (Y/N) J':L_ pH: gu Date Analyzed: 10/03/89 Dilution Factor: .1L,o,._ __ I I I I I I I I I I I I I I CAS NO. COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 99-09-2---------3-Nitroaniline 83-32-9---------Acenaphthene 51-28-5---------2,4-Dinitrophenol 100-02-7----~---4-Nitrophenol 132-64-9--------Dibenzofuran 121-14-2--------2,4-Dinitrotoluene 84-66-2---~-----Diethylphthalate 7005-72-3-------4-Chlorophenyl-phenylether __ 86-73-7----~----Fluorene 100-01-6--------4-Nitroaniline 534-52-1--------4,6-Dinitro-2-Methylphenol __ 86-30-6---------N-Nitrosodiphenylamine (l)_ 101-55-3--------4-Bromophenyl-phenylether __ 118-74-1--------Hexachlorobenzene 87-86-5---------Pentachlorophenol as-01-a---------Phenanthrene 120-12-1--------Anthracene 84-74-2---------oi-n-Butylphthalate 206-44-0--------Fluoranthene 129-oo-o--------Pyrene 85-68-7~--------Butylbenzylphthalate . 91-94-1---------3,3'-Dichlorobenzidine 56-55-3---------Benzo(a)Anthracene 218-01-9--------Chrysene 117-81-7--------bis(2-Ethylhexyl)Phthalate_ 117-84-o--------oi-n-octyl Phthalate 205-99-2--------Benzo(b)Fluoranthene 207-08-9--------Benzo(k)Fluoranthene 50-32-8---------Benzo(a)Pyrene 193-39-5--------Indeno(l,2,3-cd)Pyrene 53-70-3---------Dibenzo(a,h)Anthracene 191-24-2--------Benzo(g,h,i)Perylene (1) -cannot be separated from Diphenylamine FORM I sv-2 Q 50 u 10 u 50 u 50 u 10 u 10 u 10 u 10 u 10 u 50 u 50 u 10 u 10 u 10 u 50 u 10 u 10 u 10 u ,10 u 10 u 10 u 20 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u I 1/87 Rev. I =====-=3-=::::::::=iaii!Siiiiii=!lii==s:::::::::IB•••1111:;::1W:ll=:41Jl51ilill~.a•a:::j&lif:tlR•••1i1il====== --J I I I •• I I I I I I I I I I I I I I lF SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS EPA SAMPLE NO. I Lab Name: CQMPUCHEM LABS Contract: 12-88)-REVS sw-s-1 I. --• Lab Code: COMPU Case No.: 17902 Matrix: (soil/water) WATER. SAS No.: ____ SDG No.: ~9-l __ Lab Sample IO: .. 2 .... 9,..0.,_77-'-5"'----I Sample wt/vol: 1000 ( g/mL) Ml,_ Lab File ID: GH090775C08 I .I I Level: (low/med) LOW % Moisture: not dee. Extraction: GPC Cleanup: (SepF/Cont/Sonc) (Y/N) H__ Number TICs found: __ll. dee. gu pH: Date.Received: 09/29/89 Date Extracted: 10/02/89 Date Analyzed: 10/03/89 Dilution Factor: .i~,~o __ _ CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L CAS NUMBER COMPOUND NAME RT EST. CONC. ==--=====-------===========================. ======== a=---------== FORM I SV-TIC 1/87 I I I I I I I I Rel I CT 1.-•• # F J i ,., __ ._j I I I I I I I I I I I I I I I I I 18 SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET Lab Name: . CQMPUCHEM LABS Contract: r2-88l-REVS Lab Code: CQMPU case No.: 17902 SAS Matrix: (soil/water) WATER Sample wt/vol: Level: (low/med) 1000 LOW (g/mL) tll._ \ Moisture: not dee. dee. No.: SDG Lab Sample ID: Lab File ID: Date Received: Date Extracted: EPA SAMPLE No.I SW-6-1 .. --• I S..Z."-!..L:L __ _ No.: 01 290774 GH090774C08 09/29/89 10/02/89 Extraction: (SepF/Cont/Sonc) ~ Date Analyzed: 10/03/89 I I I I I I I I I I I I GPC Cleanup: (Y/N) Ii,__ pH: Dilution Factor: ~l~-~o __ _ CAS NO. COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 108-95-2--------Phenol lll-44-4--------bis(2-Chloroethyl)Ether 95-57-8---------2-Chlorophenol 541-73-1--------1,3-Dichlorobenzene 106-46-7--------1,4-Dichlorobenzene 100-51-6--------Benzyl Alcohol 95-50-1---------1,2-Dichlorobenzene 95-48-7---------2-Methylphenol 39638-32-9------bis(2-Chloroisopropyl)Ether_ 106-44-5--------4-Methylphenol 621-64-7--------N-Nitroso-Di-n-Propylamine_ 67-72-1---------Hexachloroethane . 98-95-3---------Nitrobenzene 78-59-1---------Isophorone 88-75-5---------2-Nitrophenol 105-67-9--------2,4-Dimethylphenol 65-85-o---------Benzoic Acid lll-91-l--------bis(2-Chloroethoxy)Methane __ 120-83-2--------2,4-Dichlorophenol 120-a2-1--------1,2,4-Trichlorobenzene 91-20-3---------Naphthalene 106-47-8--------4-Chloroaniline 87-68-3---------Hexachlorobutadiene 59-S0-7'---------4-Chloro-3-Methylphenol 91-57-6---------2-Methylnaphthalene 77-47-4---------Hexachlorocyclopentadiene __ 88-06-2----.-----2, 4, 6-Trichlorophenol 95-95-4------.---2, 4, 5-Trichlorophenol 91-58-7---------2-Chloronaphthalene 88-74-4---------2-Nitroaniline 131-11-3--------oimethyl Phthalate 208-96-8--------Acenaphthylene 606-20-2--------2,6-Dinitrotoluene FORM I sv-1 Q 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 50 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 50 u 10 u 50 u 10 u 10 u I 10 u 1/87 R~J I ----· ~------1 -----:iii::=::!!lii=r::::=·::::•••11••-rt1:;:a1•~-••111•a:r.. ··:::j·-----·IE:· ===:,--:::-:-:_ .-aal I I I I I I I I I I I I I I I I I I I lC SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET Lab Name: COMPUCHEM LABS contract: (2-88)-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG Matrix: (soil/water) WATER Lab sample ID: Sample wt/vol: 1000 (g/mL) Ml.._ Lab File ID: Lev.el: (low/med) LOW Date Received: % Moisture: not dee. dee. Date Extracted: EPA SAMPLE NO. I SW-6-1 ■ --" No.: 01 290774 GH090774C08 09/29/89 10/Q~/89 I I I Extraction: (SepF/Cont/Sonc) 5,E,Pl Date Analyzed: 19/03/89 GPC Cleanup: (Y/N) IL_ pH: Dilution Factor: ~i=-~o __ _ I 1. I I I I I I I I I I CAS NO. COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 99-09-2---------3-Nitroaniline 83-32-9---------Acenaphthene .. 51-28-5---------2,4-Dinitrophenol 100-02-1--------4-Nitrophenol 132-64-9--------Dibenzofuran 121-14-2--------2,4-Dinitrotoluene 84-66-2---------Diethylphthalate 7005-72-3---:----4-Chlorophenyl-phenylether __ 86-73-7---------Fluorene 100-01-6--------4-Nitroaniline 534-52-1--------4,6-Dinitro-2-Methylphenol __ 86-30-6---------N-Nitrosodiphenylamine (1)_ 101-55-3--------4-Bromophenyl-phenylether __ 118-74-1--------Hexachlorobenzene 87-86-5---------Pentachlorophenol ss-01-s~--------Phenanthrene 120-12-1--------Anthracene 84-74-2---------Di-n-Butylphthalate 206-44-0--------Fluoranthene 129-oo-o--------Pyrene 85-68-7---:------Butylbenzylphthalate 91-94-1---------3,J'-Dichlorobenzidine 56-55-3---------Benzo(a)Anthracene . 218-01-9--------Chrysene 117-81~7--------bis(2-Ethylhexyl)Phthalate_ 117-84-0--------Di-n-Octyl Phthalate 205-99-2--------Benzo(b)Fluoranthene 207-08-9--------Benzo(k)Fluoranthene 50-32-8---------Benzo(a)Pyrene 193-39-5--------Indeno(l,2,J-cd)Pyrene 53-70-3---------Dibenzo(a,h)Anthracene 191-24-2--------Benzo(g,h,i)Perylena (1) -CaMot be separated from Diphenylamine FORM I sv-2 -------·-------.r-I•--•-••• Q 50 u 10 u 50 u 50 u 10 u 10 u 10 u 10 u 10 u 50 u 50 u 10 u 10 u 10 u 50 u 10 u 10 u 10 u 10 u 10 u 10 u 20 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 1/87 Rev. I D I I I I I I I I I I I I I I I I I I I lF SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: COMPUCHEM LABS contract: {2-881-REVS EPA SAMPLE NO. I SW-6-1 I Lab Code: COMPU Case No.: 17902 Matrix: (soil/water) WATER Sample wt/vol: 1000 (g/mL) Ml._ Level: (low/med) LOW \ Moisture: not dee. dee. Extraction: (SepF/Cont/Sonc) s,E.U GPC Cleanup: (Y/N) ti,_ pH: Number TICs found: ----2. SAS No.: SDG No.: 01 Lab Sample ID: 290774 '---'-''----- Lab File ID: GH090774C08 Date Received: 09/29/89 Date Extracted: 10/02/89 Date Analyzed: 10/03/89 Dilution Factor: ~1~1~0 __ _ CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L CAS NUMBER COMPOUND NAME RT EST. CONC. FORM I SV-TIC 1/87 -----•. • --t-;_---• :·1 .. 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 I I 1B SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET Lab Name: COMPUCHEM LABS contract: 12-88)-REVS Lab Code: COMPU Case No.: 17902 SAS No,: SDG Matrix: (soil/water) WATER Lab Sample ID: sample wt/vol: 1000 (g/mL) Ml..._ Lab File ID: Level: (low/med) ~LO""'W __ Date Received: t Moisture: not dee. dee.· Date Extracted: Extraction: Date Analyzed: EPA SAMPLE NO· I SW-7-1 I No.: 01 290777 GH090777COB 09/29/89 10/0,1/89 10/03/89 GPC Cleanup: (SepF /Cont/Sonc) (Y/N) If_ pH: Dilution Factor: .1~·~0 __ _ I I I I I I I I I I I I I I CAS NO. COMPOUND 108-9S-2--------Phenol CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L lll-44-4--------bis(2-Chloroethyl)Ether 9S-S7-8---------2-Chlorophenol S41-73-l--------1,3-Dichlorobenzene 106-46-7--------1,4-Dichlorobenzene 100-Sl-6--------Benzyl Alcohol 9S-SO-l---------l,2-Dichlorobenzene 9S-48-7---------2-Methylphenol 39638-32-9------bis(2-Chloroisopropyl)Ether_ 106-44-S--------4~Methylphenol 621-64-7--------N-Nitroso-Di-n-Propylamine __ 67-72-1---------Hexachloroethane 98-95-3---------Nitrobenzene 78-S9-1---------Isophorone 88-75-s---------2-Nitrophenol 105-67-9--------2,4-Dimethylphenol 6s-ss-o---------Benzoic Acid lll-91-l--------bis(2-Chloroethoxy)Methane_ 120-83-2--------2,4-Dichlorophenol 120-s2-1--------1,2,4-Trichlorobenzene 91-20-3---------Naphthalene 106-47~8--------4-Chloroaniline 87-68-3---------Hexachlorobutadiene S9-S0-7---------4-Chloro-3-Methylphenol 91-57-6---------2-Methylnaphthalene 77-47-4---------Hexachlorocyclopentadiene_ 88-06~2---------2,4,6-Trichlorophenol 95-95~4---------2,4,5-Trichlorophenol 91-58-7---------2-Chloronaphthalene 88-74-4---------2-Nitroaniline 131-11-3--------Dimethyl Phthalate 208-96-8--------Acenaphthylene 606-20-2--------2,6-Dinitrotoluene ----_ _,,_ ·-·--- FORM I sv-1 Q 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u · 50 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u so u 10 u so u 10 u 10 u 10 u 1/87 Rel I R I I I I I I I I I I I I I I I I I I lC SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET Lab Name: CQMPUCHEM LABS contract: 12-881-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG Matrix: (soil/water) WATER Lab Sample ID: Sample wt/vol: 1000 (g/mL) ~ Lab File ID: Level: ( low/med) LOW Date Received: % Moisture: not dee. dee. Date Extracted: EPA SAMPLE NO. I SW-7-l I --~ No.: 01 290777 GH090777C08 09/29/89 10/02/!!9 I I I Extraction: (SepF/Cont/Sonc) S,EPl GPC Cleanup: (Y/N) ·IL_ pH: Date Analyzed: 10/03/89 Dilution Factor: ~i~-~0c_ __ I I I I I I I I I I I I CAS NO, COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 99-09-2---------3-Nitroaniline 83-32-9---------Acenaphthene 51-28-5---------2,4-Dinitrophenol 100-02-7--------4-Nitrophenol 132-64-9--------Dibenzoturan ·121-14-2--------2,4-Dinitrotoluene 84-66-2---------Diethylphthalate 7005-72-3-------4-Chlorophenyl-phenylether __ 86-73-7---------Fluorene 100-01-6--------4-Nitroaniline 534-52-1--------4,6-Dinitro-2-Methylphenol_ 86-30-6---------N-Nitrosodiphenylamine (l)_ 101-55-3--------4-Bromophenyl-phenylether_ 118-74-1--------Hexachlorobenzene 87-86-5---------Pentachlorophenol 85-01-8---------Phenanthrene 120-12-1--------Anthracene 84-74-2---------Di-n-Butylphthalate 206-44-0--------Fluoranthene 129-oo-o--------Pyrene 85-68-7---------Butylbenzylphthalate 91-94-1---------3,3'-Dichlorobenzidine 56-55-3---------Benzo(a)Anthracene 218-01-9--------Chrysene 117-81-7--------bis(2-Ethylhexyl)Phthalate_ 117-84-0--------oi-n-octyl Phthalate 205-99-2--------Benzo(b)Fluoranthene 207-08-9--------Benzo(k)Fluoranthene 50-32-8---------Benzo(a)Pyrene 193-39-5--------Indeno(l,2,3-cd)Pyrene 53-70-3---------Dibenzo(a,h)Anthracene 191-24-2-------.-Benzo (g, h, i) Perylene (l) -cannot be separated from Diphenylamine FORM I sv-2 z = -.. L• 6Q:IW .fiifl. IF Q 50 u 10 u 50 u 50 u 10 u 10 u 10 u 10 u 10 u 50 u 50 u 10 u 10 u 10 u 50 u 10 u 10 u 10 u 10 u 10 u 10 u 20 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u l/87 Rev. I 7J I I I I I I I I I I I I I I I I I I I lF SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: COMPUCHEM LABS Contract: 12-88)-REVS EPA SAMPLE NO .1 SW-7-1 I Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: ,,_o..._1 __ ~-I Matrix: (soil/water) WATER Sample wt/vol: 1000 (g/mL) Ml.._ Level: (low/med) rpw t Moisture: not dee. dee. Extraction: (SepF/Cont/Sonc) ~ GPC Cleanup: (Y/N) lL_ pH: Number TICS found: ___Q CAS NUMBER COMPOUND NAME Lab Sample ID: · Lab File ID: Date Received: Date Extracted: Date Analyzed: Dilution Factor: CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 290777 GH090777C08 09/29/89 10/02/89 10/03i89 1,0 RT EST. CONC. -=--------===--=-=----=--=== ============= FORM I SV-TIC 1/87 --· • ---I -. I I I I I I I I I I I I Rel I 7,1 I I I I I I I I I I I I I I I 18 SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET Lab Name: coMPUCHEM LABS contract: (2-88)-REVS EPA SAMPLE No.I 9168SW8-1MS ' Lab Code: CQMPU case No.: l7902 SAS No.: SDG No.: 01 Matrix: (soil/water) WATER Lab Sample ID: 288520 sample wt/vol: 500 (g/mL) Ml,_ Lab File ID: GH08852oc20 Level: (low/med) LOW Date Received: 09/22/89 \ Moisture: not dee. dee. Date Extracted: o:u2s102 Extraction: (SepF/Cont/Sonc) GPC Cleanup: (Y/N) lL... pH: Sill Date Analyzed: 09/27/89 Dilution Factor: ~9~-~s~o __ CONCENTRATION UNITS: CAS NO. COMPOUND (ug/L or ug/Kg) UG/L Q 108-95-2--------Phenol 10 u lll-44-4--------bis(2-Chloroethyl)Ether 10 u 95-57-8---------2-Chlorophenol . 10 u 541-73-1--------l,3-Dichlorobenzene 10 u 106-46-7--------l,4-Dichlorobenzene 10 u 100-51-6--------Benzyl Alcohol 10 u 95-50-1---------1,2-Dichlorobenzene 10 u 95-48-7---------2-Methylphenol 10 u 39638-32-9------bis(2-Chloroisopropyl)Ether_ 10 u 106-44-5--------4-Methylphenol 10 u 621-64-7--------N-Nitroso-Di-n-Propylamine __ 10 u 67-72-1---------Hexachloroethane 10 u 98-95-3---------Nitrobenzene 10 u 78-59-1---------Isophorone 10 u 88-75-5---------2-Nitrophenol 10 u 105-67-9--------2,4-Dimethylphenol 10 u 65-85-o---------Benzoic Acid 50 u lll-9l-l--------bis(2-Chloroethoxy)Methane_ 10 u 120-83-2--------2,4-Dichlorophenol 10 u 120-a2-1--------l,2,4-Trichlorobenzene 10 u 91-20-3--~------Naphthalene 10 u 106-47-8--------4-Chloroaniline 10 u 87-68-3------~--Hexachlorobutadiene 10 u 59-50-7---------4-Chloro-3-Methylphenol 10 u 91-57-6---------2-Methylnaphthalene 10 u 77-47-4---------Hexachlorocyclopentadiene __ 10 u 88-06-2---------2,4,6-Trichlorophenol 10 u 95-95-4---------2,4,5-Trichlorophenol 50 u 91-58-7---------2-Chloronaphthalene 10 u 88-74-4---------2-Nitroaniline 50 u 131-11-3--------Dimethyl Phthalate 10 u 208-96-8--------Acenaphthylene 10 u 606-20-2--------2,6-Dinitrotoluene 10 u FORM I sv-1 1/87 75 c• 89& Fl .,. 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 I I I I I I I lC SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET Lab Name: COMPUCHEM LABS Contract: 12-88)-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG Matrix: (soil/water) WATER Lab Sample ID: sample wt/vol: 500 (g/mL) Ml.,_ Lab File ID: Level: (low/med) LOW Date Received: \ Moisture: not dee. dee. Date Extracted: EPA SAMPLE NO .• 9168SW8-lMS I No.: 01 288520 "-"-----I G!:!088:;j2QC20 09/22/89 I 09/25/89 I Extraction: GPC Cleanup: (SepF/Cont/Sonc) ( Y/N) tL. pH: ilU Date Analyzed: 09/27/89 Dilution Factor: =9~·=5=0 __ I I I I I I I I I I I I CAS NO. COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 99-09-2---------3-Nitroaniline 83-32-9---------Acenaphthene 51-28-5---------2,4-Dinitrophenol 100-02-7--------4-Nitrophenol 132-64-9--------Dibenzofuran 121-14-2-~------2,4-Dinitrotoluene 84-66-2---------Diethylphthalate 7005-72-3-------4-Chlorophenyl-phenylether __ 86-73-7---------Fluorene 100-01-6--------4-Nitroaniline 534-52-1--------4,6-Dinitro-2-Methylphenol_ 86-30-6---------N-Nitrosodiphenylamine (l)_ 101-55-3--------4-Bromophenyl-phenylether __ 118-74-1--------Hexachlorobenzene 87-86-5---------Pentachlorophenol as-01-a---------Phenanthrene 120-12-1--------Anthracene 84-74-2---------oi-n-Butylphthalate 206-44-0--------Fluoranthene 129-00-0--------Pyrene 85-68-7---------Butylbenzylphthalate 91-94-1---------3,3'-Dichlorobenzidine 56-55-3---------Benzo(a)Anthracene 218-01-9--------Chryaene 117-81-7--------bis(2-Ethylhexyl)Phthalate_ 117-84-0--------oi-n-octyl Phthalate 205-99-2--------Benzo(b)Fluoranthene 207-08-9--------Benzo(k)Fluoranthene 50-32-8---------Benzo(a)Pyrene 193-39-5--------Indeno(l,2,J-cd)Pyrene 53-70-3---------Dibenzo(a,h)Anthracene 191-24-2--------Benzo(g,h,i)Perylene (1) -CaMot be separated from Diphenylamine FORM I SV-2 ---1..-:PG,.. Q 50 u 10 u 50 u 50 u 10 u 10 u 10 u 10 u 10 u 50 u 50 u 10 u 10 u 10 u 50 u 10 u 10 u 10 u 10 u 10 u 10 u 20 u 10 u 10 u 3 J 10 u 10 u 10 u 10 u 10 u 10 u 10 u 1/87 Rev. I .. --;oJ I I I I I I I I I I I I I I I I I I I 1B SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE NO. I Lab Name: COMPUCHEM LABS Contract: 12-88)-REVS 9168SW8-1MSO - Lab Code : COMPU Case No.: 17902 SAS No.: SDG No.: 01 Matrix: (soil/water) WATER Lab Sample ID: 288521 Sample wt/vol: 500 (g/mL) Ml,_ Lab File ID: GH088521C20 Level: ( low/med) LOW Date Received: 09/22/89 t Moisture: not dee. dee. Date Extracted: 09as1e9 . Extraction: (SepF/Cont/Sonc) .s..EU GPC Cleanup: (Y/N) ll........: pH: Date Analyzed: 09/27/89 Dilution Factor: ~O~,s~o.__ I I I I I I I I I I I I I I I CAS NO. COMPOUND 108-9S-2--------Phenol CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L lll-44-4--------bis(2-Chloroethyl)Ether 9S-S7-8---------2-Chlorophenol S41-73-l--------l,3-Dichlorobenzene 106-46-7--------1,4-Dichlorobenzene 100-Sl-6--------Benzyl Alcohol 9S-so-1---------1,2-Dichlorobenzene 9S-48-7---------2-Methylphenol 39638-32-9------bis(2-Chloroisopropyl)Ether_ 106-44-S--------4-Methylphenol 621-64-7--------N-Nitroso-Di-n-Propylamine_ 67~72-1---------Hexachloroethane 98-9S-3---------Nitrobenzene 78-S9-l---------Isophorone aa-7s-s---------2-Nitrophenol lOS-67-9--------2,4-Dimethylphenol 6S-as-o---------Benzoic Acid lll-91-l--------bis(2-Chloroethoxy)Methane __ 120-83-2--------2,4-Dichlorophenol 120-02-1--------1,2,4-Trichlorobenzene 91-20-3---------Naphthalene 106-47-8--------4-Chloroaniline 87-68-3---------Hexachlorobutadiene S9-S0-7---------4-Chloro-3-Methylphenol 91-57-6---------2-Methylnaphthalene 77-47-4---------Hexachlorocyclopentadiene __ 88-06-2---------2,4,6-Trichlorophenol 9S-95-4---------2,4,5-Trichlorophenol 91-SS-7---------2-Chloronaphthalene 88-74-4-----~---2-Nitroaniline 131-11-3--------Dimethyl Phthalate 208-96-8--------Acenaphthylene 606-20-2--------2,6-Dinitrotoluene FORM I sv-1 2f:E: :DOM fiiP 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u so u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u so u 10 u so u 10 u 10 u 10 u Q 1/87 Rev. I J I I I I I I I I I I I I I I I I I I I lC SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET Lab Name: COMPUCHEM LABS contract: 12-88)-REVS Lab Code: COMPU Case No. : 17902 SAS Matrix: (soil/water) WATER Sample wt/vol: Level: (low/med) % Moisture: not dee. 500 LOW (g/mL) Ml...._ dee. No.: SDG Lab Sample ID: Lab File ID: Date Received: Date Extracted: EPA SAMPLE NO .1 9168SW8-1MSD - No.: 01 288521 GH088521C20 09/22/89 09/25/89 I I I Extraction: (SepF/Cont/Sonc) GPC Cleanup: (Y/N) li.._ pH: Date Analyzed: 09/27/89 Dilution Factor: 0,50 I I I I I I I I I I CAS NO. COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 99-09-2---------3-Nitroaniline 83-32-9---------Acenaphthene 51-28-5---------2,4-Dinitrophenol 100-02-1--------4-Nitrophenol 132-64-9--------Dibenzofuran 121-14-2--------2,4-Dinitrotoluene 84-66-2---------Diethylphthalate 7005-72-3-------4-Chlorophenyl-phenylether_ 86-73-7---------Fluorene 100-01-6--------4-Nitroaniline 534-52-1--------4,6-Dinitro-2-Methylphenol_· 86-30-6---------N-Nitrosodiphenylamine (1)_ 101-55-3-------~4-Bromophenyl-phenylether __ 118-74-1--------Hexachlorobenzene 87-86-5---------Pentachlorophenol ss-01-s---------Phenanthrene 120-12-1--------Anthracene 84-74-2---------Di-n-Butylphthalate 206-44-0--------Fluoranthene 129-oo-o--------Pyrene 85-68-7---------Butylbenzylphthalate 91-94-1---------3,3'-Dichlorobenzidine 56-55-3---------Benzo(a)Anthracene 218-01-9--------Chrysene ll7-8l-7--------bis(2-Ethylhexyl)Phthalate_. 117-84-0--------Di-n-Octyl Phthalate 205-99-2--------Benzo(b)Fluoranthene 207-08-9--------Benzo(k)Fluoranthene 50-32-8---------Benzo(a)Pyrene 193-39-5--------Indeno(l,2,3-cd)Pyrene 53-70-3---------Dibenzo(a,h)Anthracene 191-24-2--------Benzo(g,h,i)Perylene (1) -cannot be separated from Diphenylamine FORM I SV-2 = .... 50 10 50 50 10 10 10 10 10 50 50 10 10 10 50 10 10 10 10 10 10 20 10 10 3 10 10 10 10 10 10 10 u u u u u u u u u u u u u u u u u u u u u u u u J u u u u u u u Q I I 1/87 Rel ··--~ I I I I I I I I I I I I I I I I I I I lD EPA SAMPLE NO. I I I I I I I I I I I I I PESTICIDE ORGANICS ANALYSIS DATA SHEET BOM-lR Lab Name: COMPUCHEM LABORATORIES Contract: r2-88)-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: Matrix: (soil/water) WATER Sample wt/vol: 1000 (g/mL) MI..._ Lab Sample ID: .,.2.,_9..._10,._._,19.__ __ Lab File ID: Level: (low/med) LOW % Moisture: not dee. dee. Date Received: 09/30/89 Date Extracted, 10/03/89 Date Analyzed, 10/05/89 Extraction: (SepF/Cont/Sonc) gu GPC Cleanup: (Y/N) li._ pH1 Dilution Factor: 1.00 CAS NO. COMPOUND CONCENTRATION UNITS1 (ug/L or ug/Kg) UG/L I 319-84-6--------alpha-BHC _________ I 0.050 U 319-85-7--------beta-BHC I 0.050 U 319-86-8--------delta-BHC ·I 0.050 U 58~89-9---------gamma-BHC (Lindane) I 0.050 U 76-44-8---------Heptachlor_________ 0.050 U 309-00-2--------Aldrin.~----~----0.050 U 1024-57-3-------Heptachlor epoxide_____ 0.050 U 959-98-8--------Endosulfan I________ 0.050 U 60-57-1---------Dieldrin_________ 0.10-u 72-55-9---------4,4"-DDE__________ 0.10 U 72-20-8---------Endrin 0.10 U 33213-65-9------Endosu.,..l.,,.fa-n----:I:-:Ic--------0.10 U 72-54-8---------4,4'-DDD ___ ~------0.10 U 1031-07-8-------Endosulfan sulfate_____ 0.10 U 50-29-3---------4,4'-DDT~---------0.10 U 72-43-5---------Methoxychlor________ 0.50 u 53494-70-5------Endrin ketone_______ 0.10 U 5103-71-9-------alpha-Chlordane.______ 0.50 U 5103-74-2-------gamma-Chlordane.______ 0.50 u 8001-35-2-------Toxaphene 1.0 U I 12674-11-2------Aroclor-l.~0..-16,,_-------0.50 U I 11104-28-2------Aroclor-1221 0.50 U I 11141-16-5------Aroclor-1232________ 0.50 U I 53469-21-9------Aroclor-1242 0.50 U I 12672-29-6------Aroclor-1248_______ 0.50 U I 11097-69-1------Aroclor-1254 1.0 U Q I 11096-82-5------Aroclor-1260_______ 1.0 1u 1---'------------------....,,.,..------1-- ~ ·--1-__ ,1 --c::=======:::::::· •r•■111m11•Pi~~-,e••1:1M•·::::· ••••a!::::::-:::==- I I . ' ....• I I I I I I I I I I I I I I I I I I I I 10 EPA SAMPLE NO. PESTICIDE ORGANICS ANALYSIS DATA SHEET PON-lR Lab Name: COMPUCHEM LABORATORIES Contract: (2-88)-REVS Lab Codes COMPU Case No.: 17902 SAS No.: SOG No.: Matrix: (soil/water) WATER Lab Sample IO: ..._29"-"--'10,._l..,OL-__ Lab File IO: Sample wt/vol: 1000 (g/mL) m.__ LOW Level: (low/med) % Moisture: not dee. Extraction: (SepF/Cont/Sonc) dee. Date Received: 09/30/89 Date Extracted: 10/03/89 Date Analyzed: 10/04/89 Dilution Factor: l. 00 GPC Cleanups (Y/N) H_ pH: CONCENTRATION UNITS: CAS NO, COMPOUND (ug/L or ug/Kg) UG/L 0 I I 319-84-6--------alpha-BHC _________ I o.o501u 319-85-7--------beta-BHC I o.o501u 319-86-8--------delta-BHC I 0.050 U 58-89-9---------gamma-BHC ( Lindane) I 0. 050 U 76-44-8---------Heptachlor I 0.050 U 309-00-2--------Aldrin I 0. 050 U 1024-57-3-------Heptachlor epoxide I 0.050 U 959-98-8--------Endosulfan I I 0.050 U 60-57-1---------oieldrin I 0.10 U 72-55-9---------4,4'-00E I 0.10 u 72-20-8---------Endrin I O .10 U 33213-65-9------Endosulfan II I 0.10 U 72-54-8---------4,4'-ooo I 0.10 u 1031-07-8-------Endosulfan sulfate I 0.10 U 50-29-3---------4,4'-DOT I 0.10 u 72-43-5---------Methoxychlor I 0.50 U 53494-70-5------Endrin ketone I 0.10 U 5103-71-9-------alpha-Chlordane I 0.50 U 5103-74-2-------gan=a-Chlordane I 0.50 U 8001-35-2-------Toxaphene I 1.0 U 12674-11-2------Aroclor-1016 I 0.50 U 11104-28-2------Aroclor-1221 I 0.50 U 11141-16-5------Aroclor-1232 1 ·o.5o 1u 53469-21-9------Aroclor-1242 I 0.50 1u 12672-29-6------Aroclor-1248 I 0.50 IU 11097-69-1------Aroclor-1254 I 1.0 IU 11096-82-5------Aroclor-1260 I 1.0 JU . l.------1-· -- 179 7 iteV. liiR■P't:a .B W R:1 il!'f! - 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 I I .I I I .1 I I I lD EPA SAMPLE NO. I I I I I I I I I I I I I I I I I PESTICIDE ORGANICS ANALYSIS DATA SHEET SW-3-2 Lab Name: COMPUCHEM LABORATORIES Contract: 12-88)-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: Matrix: (soil/water) WATER Lab Sample ID 1 ..._2 ,,_9 ..,;l 0..,2...,0,.._ __ Sample wt/vol: 1000 (g/mL) MI,__ LOW Lab File ID: Level: (low/med) % Moisture: not dee. Extraction: (SepF/Cont/Sonc) dee. Date Received: 09/30/89 Date Extracted: 10/03/89 Date Analyzed: 10 /05 /89 GPC Cleanup: (Y/N) li,_ pH: Dilution Factor: 1.00 CONCENTRATION UNITS: CAS NO. COMPOUND (ug/L or ug/Kg) UG/L 0 319-84-6--------alpha-BHC._________ 0.050 U 319-85-7--------beta-BHC 0.050 U 319-86-8--------delta-BH._C_________ 0.050 U 58-89-9-----.----gamma-BHC (Lindane)_;____ 0. 050 U . 76-44-8---------Heptachlor_________ 0. 050 u 309-00-2--------Aldrin,,....,.. ___ ~-----0.050 U 1024-57-3-------Heptachlor epoxide_____ 0.050 U 959-98-8--------Endosulfan I.________ 0.050 u 60-57-1---------Dieldrin.__________ 0.10 u 72-55-9---------4,4'-DDE.__________ 0.10 U 72-20-8---------Endrin 0.10 U 33213-65-9------Endosu-~l-f_a_n_I_I_______ 0. 10 U 72-54-8---------4,4'-DDD:----------0.10 U 1031-07-8-------Endosulfan sulfate._____ 0.10 u 50-29-3---------4,4'-DM.__________ 0.10 U 72-43-5---------Methoxychlor________ 0.50 U 53494-70-5------Endrin ketone._______ 0.10 U 5103-71-9-------alpha-Chlordane.______ a.so u 5103-74-2-------glllllllla-Chlordane.______ 0,50 U 8001-35-2-------Toxaphene 1.0 U 12674-11-2------Aroclor-l._0_1_6________ 0.50 u 11104-28-2------Aroclor-1221 I 0; 50 u 11141-16-5------Aroclor-1232 I 0.50 IU 53469-21-9------Aroclor-1242 I 0.50 IU 12672-29-6------Aroclor-1248 I a.so 1u 11097-69-1------Aroclor-1254 I 1.0 IU 11096-82-5------Aroc.lor-1260 I 1. 0 I U ---------------------.1------'-- ... ............... . .............. , .. ---··· .......... , __ .. ,_~~------.. •·:: .• i •. ~:=-.. . . .. -·· • • _ '"· • • _ • .. . ... . .. I/ 9 7 Rev. 1 1 '. _ ;J I I I I I I I I I I I I I I I I I I I 10 EPA SAMPLE NO. PESTICIDE ORGANICS ANALYSIS DATA SHEET SL-lR Lab Name: COMPUCHEM LABORATORIES Contract: 12-88)-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: Matrix: (soil/water) WATER Sample wt/vol: 1000 (g/mL) MI.._ LOW Lab Sample ID: •2L9~10,u,_l3.,_ __ Lab File ID: Level: (low/med) % Moisture: not dee, Extraction: (SepF/Cont/Sonc) dee. Sll.l Date Received: 09/30/89 Date Extracted: 10/03/89 Date Analyzed: 10/04/89 GPC Cleanup: (Y/N) li,_ pH: Dilution Factor: 1.00 CONCENTRATION UNITS: CAS NO. COMPOUND (ug/L or ug/Kg) UG/L 0 319-84-6--------alpha-BHC_________ 0.050 U 319-85-7--------beta-BHC 0.050 U 319-86-8--------delta-BH~C---------0.050 U 58-89-9---------gamma-BHC (Lindane)____ 0.050 U 76-44-8---------Heptachlor_________ 0.050 U 309-00-2--------Aldrin,...,..----,-,-----0.050 U 1024-57-3-------Heptachlor epoxide_____ 0.050 U 959-98-8--------Endoeulfan I________ 0,050 U 60-57-1---------Dieldrin_________ 0.10 u 72-55-9---------4,4'-DDE_________ 0.10 U 72-20-8---------Endrin 0.10 U 33213-65-9------Endoeu~l~fa_n__,I~I;--------0.10 U 72-54-8---------4,4'-DDD 0.10 U 1031-07-8-------Endoeulfa_n_e_u~l-f_a_t_e_____ 0.10 U 50-29-3---------4,4'-DDT 0,10 U 72-43-5---------Methoxych-rlo_r________ 0.50 U 53494-70-5------Endrin ketone._______ 0.10 U 5103-71-9-------alpha-Chlordane______ a.so u 5103-74-2-,------gamma-Chlordane______ a.so u 8001-35-2----,---Toxaphene_~-------1.0 U 12674-11-2------Aroclor-1016 a.so u 11104-28-2------Aroclor-1221________ a.so u 11141-16-5------Aroclor-1232_______ a.so u 53469-21-9------Aroclor-1242_______ a.so u 12672-29-6------Aroclor-1248________ a.so u 11097-69-1------Aroclor-1254________ 1.0 jU I I I I I I I I 11096-82-5------Aroclor-1260_______ 1.0 IU ----------'------------______ , __ PdkM i P!ST ij& I 2kev. i 5 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 I I I I I I I I I I I I 10 EPA SAMPLE NO. PESTICIDE ORGANICS ANALYSIS DATA SHEET SW-l-l Lab Name: .coMPUCHEM LABORATORIES Contract: 12-88)-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: Matrix: (soil/water) WATER Sample wt/vol: 1000 (g/mL) m.___ LOW Lab S amp 1 e ID : ,.2 .,,_9 ..._1 0,,.,,_l 7,__ __ Lab File ID: Level: (low/med) I Moisture: not dee. Extraction: (SepF/Cont/Sonc) dee. ~ Date Received: 09/30/89 Date Extracted: 10/03/89 Date Analyzed: 10/05/89 GPC Cleanup: pH: Dilution Factor: 1.00 CAS NO. COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 319-84-6--------alpha-BHC ________ _ 319-85-7--------beta-BHC 319-86-8--------delta-BH~C--------- 58-89-9---------gamma-BHC (Lindane) ___ _ 76-44-8---------Heptachlor ________ _ 309-00-2--------Aldrin,...,.. ___ ~,.----- 1024-57-3---~---Heptachlor epoxide ____ _ 959-98-8--------Endoeulfan I _______ _ 60-57-1---------Dieldrin ________ _ 72-55-9-~-------4,4'-DDE ________ _ 72-20-8---------Endrin 33213-65-9------Endoeu-l~fa_n_I~I------- 72-54-8---------4,4'-DDD 1031-07-8-------Endoeulf-an_e_u~l~f~a-t_e ____ _ 50-29-3---------4,4'-DDT I 72-43-5---------Methoxyc~hrlo_r _______ _ I 53494-70-5------Endrin ketone I 5103-71-9-------alpha-Chlorda,_n_e _____ _ I 5103-74-2-------gamma-Chlordane _____ _ I 8001-35-2-------Toxaphene I 12674-11-2------Aroclor-1=0-1~6-------- I 11104-28-2------Aroclor-1221 _______ _ I 11141-16-5------Aroclor-1232 ______ _ I 53469-21-9------Aroclor-1242 ______ _ I 12672-29-6------Aroclor-1248 ______ _ I 11097-69-1------Aroclor-1254_· ______ _ I 11096-82-5------Aroclor-1260 ______ _ I o.o501u 0.050fU 0.050fU o.0501u 0.050fU 0.050fU o.o501u 0.050fU o .10 I u o. 10 I u O. 10 I u o. 10 I u o. 10 I u o .10 I u 0.10 U o. 50 U 0.10 U 0.50 U 0.50 U 1.0 u 0.50 U 0.50 U 0.50 U 0.50 u 0.50 U 1.0 U 1.0 U 0 . '· --------- I I I I I I I I I I I I I I I I I fdkk I P!5T i7814tev. I .. , ....... •t• ............. -....... ,. ' :Mi fM'tl!-6). I I I I I I I I I I I I I I I I I I I 10 EPA SAMPLE NO. PESTICIDE ORGANICS ANALYSIS DATA SHEET SW-3-1 Lab Name: COMPUCHEM LABORATORIES Contract: r2-88)-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SOG No.: Matrix: (soil/water) WATER Lab Sample IO: ~2L9~1o~i~s._ __ Lab File ID: Sample wt/vol: 1000 ( g/mL l m.___: Level: (low/med) LOW % Moisture: riot dee. Extraction: (SepF/Cont/Sonc) dee. Sill'. Date Received: 09/30/89 Date Extracted: 10/03/89 Date Analyzed: 10/04/89 GPC Cleanup: (Y/N) Ii._ pH: Dilution Factor: 1.00 CAS NO. COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 319-84-6--------alpha-BHC_________ 0.050 U 319-85-7--------beta-BHC 0.050 U 319-86-8--------delta-BH~C---------0.050 U 58-89-9---------gamma-BHC (Lindane)____ 0.050 U 76-44-8---------Heptachlor_________ 0.050 U 309-00-2--------Aldrin~---~-----0.050 U 1024-57-3-------Heptachlor epoxide_____ 0.050 U 959-98-8--------Endosulfan I________ 0.050 U 60-57-1---------0ieldrin__________ 0.10. u 72-55-9---------4,4'-00E__________ 0.10 U 72-20-8---------Endrin 0.10 U 33213-65-9------Endosu~l~f-an-I~I=---------0.10 U 72-54-8---------4,4'-000 __ .....,,......,._____ 0.10 U 1031-07-8-------Endosulfan sulfate_____ 0.10 U 50-29-3---------4,4'-00T 0.10 U 72-43-5---------Methoxyc~h-lo_r________ 0.50 U· 53494-70-5------Endrin ketone_______ 0.10 U 5103-71-9-------alpha-Chlordane______ 0.50 u 5103-74-2-------gamma-Chlordane______ 0.50 U 8001-35-2-------Toxaphene . .,,.,.-:--------1.0 U 12674-11-2------Aroclor-1016_'--------0.50 U 11104-28-2------Aroclor-1221 0.50 IU 11141-16-5------Aroclor-1232_______ 0.50 IU 53469-21-9------Aroclor-1242 0.50 IU 12672-29-6------Aroclor-1248_______ 0.50 IU 11097-69-1------Aroclor-1254_______ 1.0 IU 11096-82-5------Aroclor-1260 I 1.0 IU Q ------------------------1.------1-- I I I I I I I I I I I I I I I I I PORA I P!ST 17a11tev. I = • 6) I I I I I I I I I I I I I I I I I I I 10 PESTICIDE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE NO. Lab Name: COMPUCHEM LABORATORIES Contract: (2-88)-REVS SW-4-1 Lab Code: COMPU Case No.: 17902 SAS No. 1 SDG.No.: Matrix: (soil/water) WATER Lab Sample ID: .,_29,,_0,._7,_7w6,.._ __ Lab File IO: Sample wt/vol: 1000 (g/mL) HI,__ LOW Level: (low/med) % Moisture: not dee. Extraction: (SepF/Cont/Sonc) GPC Cleanup: (Y/N) tL_ dee. pH: .sn.r Date Received: 09/29/89 Date Extracted: 10/01/89 Date Analyzed: 10/03/89 Dilution Factor: 1.00 CAS NO. CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L I 319-84-6--------alpha-BHC._________ o.oso1u 319-85-7--------beta-BHC o.oso1u 319-86-8--------delta-BH~c--------o.oso1u 58-89-9---------gamma-BHC (Lindane)____ o.oso1u .76-4-4-8---------Heptachlor_________ O. 050 I u 309-00-2--------Aldrin,___________ 0.050 U 1024-57-3-------Heptachlor epoxide __ ~--0.050 U 959-98-8--------Endosulfan I.________ 0.050 u 60-57-1---------Dieldrin_________ 0.10 U 72-55-9---------4,4"-DDE__________ 0.10 U 72-20-8---------Endrin a .. 10 u 33213-65-9------Endosu~l-f_a_n_II________ 0.10 U 72-54-8---------4,4'-DDD__________ 0.10 U 1031-07-8-------Endosulfan sulfate_____ 0.10 U 50-29-3---------4,4'-DDT.__________ 0.10 U 72-43-5---------Methoxychlor________ 0.50 u 53494-70-5------Endrin ketone._______ 0.10 u 5103-71-9-------alpha-Chlordane.______ 0.50 U 5103-74-2-------gamma-Chlordane.______ a.so u 8001-35-2-------Toxaphene 1.0 U 12674-11-2------Aroclor-1·~0-1-6________ 0.50 u 11104-28-2------Aroclor-1221.________ 0.50 U 11141-16-5------Aroclor-1232._______ 0.50 u 53469-21-9------Aroclor-1242.________ 0.50 U 12672-29-6------Aroclor-1248.________ 0.50 U 11097-69-1------Aroclor-1254._______ l.O U 11096-82~5------Aroclor-1260._______ 1.0 IU 0 ----------------------------1..--. ' I I I I I I I I I I I I I I I I I s-· E OitR i P!ST I J & J2'iteV. ., .... -,_ .... _ , .................................... ., ............ , _____ ,.._......,..., .... _ ........ ·• ................... 1 ------~-·----_,. ----~ ------_,_,,_ I I I I I I I I I I I I I I I I I lD PESTICIDE ORGANICS ANAL~SIS DATA SHEET EPA SAMPLE NO. SW-5-1 Lab Name: CQMPUCHEM LABORATORIES Contract: /2-88l-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: Matrix: (soil/water) WATER Lab Sample ID: 290775 Lab File ID: Sample wt/vol: 1000 (g/mL) ~ LOW Level: (low/med) % Moisture: not dee. Extraction: (SepF/Cont/Sonc) dee. Sill Date Received: 09/29/89 Date Extracted: 10/01/89 Date Analyzed: 10/03/89 GPC Cleanup: (Y/N) H_ pH: Dilution Factor: 1.00 CONCENTRATION UNITS: CAS NO. COMPOUND (ug/L or ug/Kg) UG/L Q 319-84-6--------alpha~BHC 0.050 O 319-85-7--------beta-BHC 0.050 O 319-86-8--------delta-BHC 0.050 O 58-89-9-----~---gamma-BHC (Lindane) 0,050 O 76-44-8---------Heptachlor 0.050 o 309-00-2--------Aldrin 0.050 0 1024-57-3-------Heptachlor epoxide 0.050 o 959-98-8--------Endosulfan I 0.050 O 60-57-1---------Dieldrin 0.10. o 72-55-9---------4,4'-DDE 0.10 0 72-20-8---------Endrin 0.10 o 33213-65-9------Endosulfan II 0.10 O 72-54-8---------4,4'-DDD 0.10 0 1031-07-8-------Endoaulfan sulfate 0.10 O 50-29-3---------4,4'-DDT 0.10 O 72-43-5---------Methoxychlor o.so O 53494-70-5------Endrin ketone 0.10 O 5103-71-9-------alpha-Chlordane 0.50 O I 5103-74-2-------g11111111a-Chlordane 0.50 O I 8001-35-2-------Toxaphene 1.0 10 I 12674-11-2------Aroclor-1016 o.so 10 I 11104-28-2------Aroclor-1221 o.so 10 I 11141-16-5------Aroclor-1232 o.so 10 I 53469-21-9------Aroclor-1242 0,50 10 I 12672-29-6------Aroclor-1248 0.50 10 I 11097-69-1------Aroclor-1254 1.0 10 I 11096-82-5------Aroclor-1260 1.0 10 _,., ... -... _..1---------------------------1-- I I I I I I I I I I I I I I I I I POkM I P!ST ..... ,, ........ __ , • ......,..,tMll6'0 ............... ·•· ....... ·•· .................. , ......... . 17s1"Tlev._ I I I I I I I I I I I I I I I I I I 10 PESTICIDE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE NO. I Lab Name: COMPUCHEM LABORATORIES Contract: 12-88)-REVS J SW-6-1 , _____ _ Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: Matrix: (soil/water) WATER Sample wt/vol: 1000 (g/mL) Ill,__ LOW Lab Sample ID: A2~9~07~7~4:,__ __ Lab File IO: Level: (low/med) % Moisture: not dee. Extraction: (SepF/Cont/Sonc) GPC Cleanup: (Y/N) li._ dee. pH: 5-E.il Date Received: 09/29/89 Date Extracted: 10/01/89 Date Analyzed: 10/03/89 Dilution Factor: 1. 00 CAS NO, COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 319-84-6------~-alpha-BHC_________ 0.050 U 319-85-7--------beta-BHC__________ 0.050 U 319-86-8--------delta-BHC_________ 0.050 U 58-89-9---------gamma-BHC (Lindane)____ 0.050 u 76-44-8---------Heptachlor_________ 0,050 u 309-00-2--------Aldrin__________ 0.050 U 1024-57-3-~-----Heptachlor epoxide_____ 0.050 U 959-98-8--------Endosulfan I________ 0.050 U 60-57-1---------Dieldrin._________ ·0.10· U 72-55-9---------4,4'-DDE,_________ 0.10 U 72-20-8---------Endrin__________ 0.10 u 33213-65-9------Endosulfan II._______ 0.10 U 72-54-8---------4,4'-DDD_________ 0.10 U 1031-07-8-------Endosulfan sulfate_____ 0.10 U 50-29-3---------4,4'-DDT~--------0.10 U 72-43-5---------Methoxychlor 0,50 U 534.94-70-5------Endrin keton_e_______ 0 .10 U 5103-71-9-------alpha-Chlordane______ 0.50 U 5103-74-2-------gamma-Chlordane.______ 0.50 iU 8001-35-2-------Toxaphene._________ 1,0 iU 12674-11-2------Aroclor-1016_______ 0.50 1u 11104-28-2------Aroclor-1221.________ 0.50 IU 11141-16-5------Aroclor-1232.________ 0.50 IU 53469-21-9------Aroclor-1242________ 0.50 !U 12672-29-6------Aroclor-1248,_______ 0.50 iU 11097-69-1------Aroclor-1254,_______ 1.0 !U 11096-82-5------Aroclor-1260._______ 1.0 !U 0 I I I I I I I I I I I I I I I ----------------------'------'---.................. PURA I P!ST l/979t8V. I I ................ •··-· ,. -..... -•· ....... ___ .,. ·•· ......... , ........................... ··•• ..... -1 I I I I I I I I I I I I I I I I I I I lD PESTICIDE ORGANICS ANALYSIS DATA SHEET EPA SA.!IPLE NO. SW-7-1 Lab Name, COMPUCHEM LABORATORIES Contract: 12-88}-REVS Lab Code: COMPU Case No.: l7902 SAS No.: SDG No.: Matr_ix: (soil/water) WATER Lab Sample ID: ~2~9~07~7~7'---- Lab File IDt Sample wt/vol: 1000 (g/mL) !ti._ LOW Level: (low/med) % Moisture, not dee. Extraction: (SepF/Cont/Sonc) dee. .s.EH Date Received: 09/29/89 Date Extracted: 10/01/89 Date Analyzed: l0/03/89 GPC Cleanup, (Y/N) Ji_ pH: Dilution Factor, 1.00 CONCENTRATION UNITS: CAS NO. COMPOUND (ug/L or ug/Kg) UG/L Q 319-84-6--------alpha-BHC._________ 0.050 U 319-85-7--------beta-BHC Q,050 U 319-86-8--------delta-BH:~c,----------o.oso U 58-89-9---------gamma-BHC (Lindane)____ 0.050 U 76-44-8---------Heptachlor_________ 0.050 u 309-00-2--------Aldrin ____ ~-----0.050 U 1024-57-3-------Heptachlor epoxide_____ 0.050 U 959-98-8--------Endosulfan I________ 0.050 u 60-57-1---------Dieldrin__________ 0.10 U 72-55-9---------4,4'-DDE__________ 0.10 U 72-20-8---------Endrin 0.10 u 33213-65-9------Endosu.,..l""fa_n___,I::-:I:--------O .10 U 72-54-8---------4,4'-DDD 0.10 U 1031-07-8-------Endosulf_a_n_su-l~f'a~t_e_____ 0.10 U 50-29-3---------4,4'-DM_________ 0.10 !U 72-43-5---------Methoxychlor a.so 1u 53494~70-S------Endrin keton_e_______ 0.10 !U 5103-71-9-------alpha-Chlordane______ 0.50 !U 5103-74-2-------gamma-Chlordane ____ ~_ 0.50 !U 8001-35-2-------Toxaphene_________ 1.0 IU 12674-11-2------Aroclor-1016_______ 0.50 IU 11104-28-2------Aroclor-1221_______ 0.50 IU 11141-16-5------Aroclor-1232_______ a.so 1u 53469-21-9------Aroclor-1242_______ 0. 50 I U 12672-29-6------Aroclor-1248_______ 0.50 IU 11097-69-1------Aroclor-1254_______ 1.0 IU 11096-82-5------Aroclor-1260_______ 1.0 !U ---------------------______ , __ _ PURR I PEST if 8/ 4tev. .............. ,.,.,_, ........................ ·•· ................... ,. 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 I I I I I I ,. I I I I lD PESTICIDE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE NO. Lab Name: COMPUCHEM LABORATORIES 9168SW2-l Contract: 12-88)-REVS Lab Code: COMPU Case No.: 17902 SAS. No.: SDG No.: Matrix: (soil/water) WATER Sample wt/vol: 1000 (g/mL) MI.,_ LOW Lab Sample ID: .._2,._8,._85,._3"-'0._ __ Lab File ID: Level: (low/med) \ Moisture: not dee. dee. Date Received: 09/22/89 · Date Extracted: 09/26/89 Date Analyzed: 09/27/89 Extraction: (SepF/Co~t/Sonc) Slll'. GPC Cleanup: (Y/N) li,__ pH: Dilution Factor: 1.00 CAS NO. COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L I 319-84-6--------alpha-BHC o.oso1u 319-85-7--------beta-BHC · o.oso1u 319-86-8--------delta-BHC o.oso1u 58-89-9---------gamma-BHC (Lindane) 0,050 U 76-44-8---------Heptachlor 0.050 u 309-00-2--------Aldrin 0,050 U 1024-57-3-------Heptachlor epoxide 0.050 u 959-98-8--------Endosulfan I 0,050 u 60-57-1---------Dieldrin 0.10 u 72-55-9---------4,4'-DDE 0.10 U 72-20-8---------Endrin 0.10 u 33213-65-9------Endosulfan II 0,10 U 72-54-8---------4,4"-DDD 0.10 U 1031-07-8-------Endosulfan sulfate 0.10 U 50-29-3---------4,4'-DDT 0,10 U 72-43-5---------Methoxychlor o.so u. 53494-70-5------Endrin ketone 0.10 U 5103-71-9-------alpha-Chloraane o.so u 5103-74-2-------gamma-Chlordane_• ______ I o.so IU 8001-35-2-------Toxaphene I· 1. 0 I U 12674-11-2------Aroclor-1016 I 0.50 IU 11104-28-2------Aroclor-1221 I o.so 1u 11141-16-5------Aroclor-1232 I o.so 1u 53469-21-9------Aroclor-1242 I 0,50 IU 12672-29-6------Aroclor-1248 I o.so 1u 11097-69-1------Aroclor-1254 I 1.0 IU 11096-82-5------Aroclor-1260 I 1.0 IU Q ---------------------1------1-- PORA i. P!ST 1/8 I iteV. .......................... '" ···~"···-·"-.................... , .. _______ ,. ..... ,u, ............... -................ , -------·--------- 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 I I I I I I I I I I I 10 EPA SAMPLE NO. PESTICIDE ORGANICS ANALYSIS_ DATA SHEET 9168SW8-l Lab Name: COMPUCHEM LABORATORIES Contract: <2-88}-REVS Lab Code: COMPU Case No. 1 17902 SAS No.: SDG No.: Matrix: (soil/water) WATER Lab Sample ID: ~2~8~85Ll~9,.._ __ Lab File ID: Sample wt/vol: 1000 (g/mL) m._ Level: (low/med) LOW % Moisture: not dee. Extraction: (SepF/Cont/Sonc) dee. su.r. Date Received: 09/22/89 Date Extracted: 09/26/89 Date Analyzed: 09/27/89 GPC Cleanup: (Y/N) lL.. pH: Dilution Factor: 1.00 CONCENTRATION UNITS: CAS NO. COMPOUND (ug/L or ug/Kg) UG/L 0 319-84-6--------alpha-BHC_________ 0.050 U 319-85-7--------beta-BHC_________ 0.050 U 319-86-8--------delta-BHC_________ 0.050 U 58-89-9---------gamma-BHC (Lindane)____ 0.050 U 76-44-8---------Heptachlor_________ 0.050 U 309-00-2--------Aldrin.__________ 0.050 U 1024-57-3-------Heptachlor epoxide_____ 0.050 u 959-98-8--------Endosulfan I________ 0.050 U 60-57-1---------Dieldrin._________ 0.10 u 72-55-9---------4,4'-DDE_________ 0.10 U 72-20-8---------Endrin.-_________ 0. 10 u 33213-65-9------Endosulfan II._______ 0.10 U 72-54-8---------4,4'-DDD_________ 0.10 U 1031-07-8-------Endosulfan sulfate_____ 0.10 u 50-29-3---------4,4'-DOT_________ 0.10 U 72-43-5---------Methoxychlor________ a.so u 53494-70-5------Endrin ketone._______ 0.10 U 5103-71-9~------alpha-Chlordane______ 0.50 U 5103-74-2-------gamma-Chlordane______ a.so 1u 80.01-35-2-------Toxaphene._________ l.O iU 12674-11-2------Aroclor-1016_______ 0.50 IU 11104-28-2------Aroclor-1221 ____ _;____ a.so 1u 11141-16-5------Aroclor-1232_______ a.so 1u 53469-21-9------Aroclor-1242_______ 0. 50 I U 12672-29-6------Aroclor-1248._______ a.so 1u 11097-69-1------Aroclor-1254_______ 1.0 iU 11096-82-5------Aroclor-1260_______ l. 0 I U ---------------------______ , __ _ POU I PtSi• ' ... -.............. ,. ~"•" "' "' ,.,, -•-•-•---.-.... , ........... -......... , .. ,, .. ,••·II ••• ·>-• ,,..__,, ... ,., "' .-. M -·-·--,. IIIPLE BS,_ t ij&l Rev. 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 I I I I I I I I I I I I lD EPA SAMPLE NO. PESTICIDE ORGANICS ANALYSIS DATA SHEET 9168SW9-l Lab Name1 COMPUCHEM LABORATORIES Contract: 12-88\-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: Matrix: (soil/water) WATER Sample wt/vol: 1000 (g/mL) m,__ LOW Lab Sample ID: :2~8~8~52~9,___ __ Lab File ID: Level: (low/med) % Moisture1 not dee. dee. Extraction: (SepF/Cont/Sonc) gFl'. Date Received: 09/22/89 Date Extracted: 09/26/89 Date Analyzed: 10/10/89 GPC Cleanup: (Y/N) .L.. pH: Dilution Factor: 1.00 CAS NO. COMPOUND CONCENTRATION UNITS1 (ug/L or ug/Kg) UG/L 319-84-6--------alpha-BHC ________ _ 319-85-7--------beta-BHC 319-86-8--------delta-BHc=--------- 58-89-9---------gamma-BHC (Lindane) ___ _ 76-44-8-----~---Heptachlor ________ _ 309-00-2--------Aldrin _________ _ 1024-57-3-------Heptachlor epoxide ____ _ 959-98-8--------Endosulfan I _______ _ 60-57-1---------Dieldrin. _________ _ 72-55-9---------4,4'-DDE, _________ _ 72-20-8---------Endrin 33213-65-9------EndosuTl~f_a_n_I~I=------- 72-54-8---------4,4'-DDD ________ _ 1031-07-8-------Endosulfan sulfate ____ _ 50-29-3---------4,4'-DDT ________ _ 72-43-5---------Methoxychlor _______ _ 53494-70-5------Endrin ketone, ______ _ 5103-71-9-------alpha-Chlordane _____ _ 5103-74-2-------gamma-Chlordane _____ _ I 8001-35-2-------Toxaphene I 12674-11-2------Aroclor-1"'"0"'"15=------'-- I 11104-28-2------Aroclor-1221 I 11141-16-5------Aroclor-1232 ______ _ I 53469-21-9------Aroclor-1242 _______ _ I 12672-29-6------Aroclor-1248 _______ _ I 11097-69-1------Aroclor-1254 I 11096-82-5------Aroclor-1260 ______ _ I o.o501u o.oso1u o.0501u o.oso1u o.0501u o.oso1u o.oso u 0.050 U 0. 10 U 0.10 U 0.10 U 0.10 U 0.10 U 0 .10 U 0.10 U 0.50 U 0.10 U 0.50 U o.so u 1.0 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 1.0 U 1.0 U Q ........... , .l------'----,-,-,--,---,------------------- PURR2i P!ST 1/87 'R8V. SS?fPtJ: B 77W 51.13 V 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 I I I I I I I I I I I I lD EPA SAMPLE NO. PESTICIDE ORGANICS ANALYSIS DATA SHEET PON-lRMS Lab Name: COMPUCHEM LABORATORIES Contract: 12-88)-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: Matrix: (soil/water) WATER Lab Sample ID : ,._2 8""8-.5...,2...,6.__ __ Lab File ID: Sample wt/vol: 500 (g/mL) !tl,__ Level: (low/med) LOW % Moisture: not dee. dee. Date Received: 09/30/89 Date Extracted: 10/18/89 Date Analyzed: 10/18/89 Extraction: (SepF/Cont/Sonc) ~ GPC Cleanup: (Y/N) Ii_ pH: CAS NO, COMPOUND Dilution Factor: 0.50 CONCENTRATION UNITS: (ug/L or. ug/Kg) UG/L 0 I I 319-84-6--------alpha-BHC_________ o.oso1u I 319-85-7--------beta-BHC o.oso1u I 319-86-8--------delta-BH~C---------0.050 U I 58-89-9---------gamma-BHC (Lindane)____ 0.050 U I 76-44-8---------Heptachlor_________ 0.050 U I 309-00-2--------Aldrin~---------0,050 U I 1024-57-3-------Heptachlor epoxide_____ 0.050 U I 959-98-8--------Endosulfan I________ 0.050 U I 60-57-1---------Dieldrin__________ 0.10. U I 72-55-9---------4,4'-DDE ______ -,-__ 0.10 U I 72-20-8---------Endrin 0,10 U I 33213-65-9------Endosu~l~fa-n---:I~I,---------0.10 U I 72-54-8---------4,4'-DDD 0.10 U I 1031-07-8-------Endosulf_a_n_s_u_l~f~a~t-e_____ 0,10 U I 50-29-3---------4,4'-DDT 0.10 U I 72-43-5---------Methoxyc~h~lo_r________ a.so u I S3494-70-S------Endrin ketone_______ 0,10 U I SlOJ-71-9-------alpha-Chlordane______ a.so u I SlOJ-74-2-------gamma-Chlordane______ a.so u I 8001-3S-2-------Toxaphene 1,0 U I 12674-11-2------Aroclor-1~0~1~6-------a.so u I 11104-28-2------Aroclor-1221________ a.so u I 11141-16-S------Aroclor-1232_______ a.so u I S3469-21-9------Aroclor-1242________ a.so u I 12672-29-6------Aroclor-1248_______ 0.50 U I ll097-69-l------Aroclor-12S4________ 1.0 U I 11096-82-S------Aroclor-1260_______ 1.0 U I ---------------------,--------__ 1 I I I I I I I I I I I I I I I I I PORA I PiST ij8/9k8V. w •~ " " •,0 NO• '"• '"" .... ,., "" N• •-• ••• ••0 •u" N •--·••<> ,,..,,, .. , .. ,., " I I I I I I I I I I I I I I I I 10 PESTICIDE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE NO. PON-l!U!SD Lab Name: COMPUCHEM LABORATORIES Contract:· (2-88)-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: Matrix: (soil/water) WATER Sample wt/vol: 500 (g/mL) ~ LOW Lab Sample IO: 288527 . Lab File IO: Level: (low/med) \ Moisture: not dee. dee. Extraction: (SepF/Cont/Sonc) s.lir. Date Received: 09/30/89 Date Extracted: 10/18/89 Date Analyzed: 10/18/89 GPC Cleanup: (Y/N) H.._ pH: Dilution Factor: 0.50 CAS NO. COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L I 319-84-6--------alpha-BHC o.oso1u 319-SS-7--------beta-BHC o.oso1u · 319-86-8--------delta-BHC o.oso1u 58-89-9---------gamma-BHC (Lindane) o.oso1u 76-44-8---------Heptachlor o.oso1u 309-00-2--------Aldrin o.oso1u 1024-S7-3-------Heptachlor epoxide o.oso1u 959-98-8--------Endosulfan I o.oso1u 60-S7-1---------Dieldrin 0.10 iU 72-SS-9---------4,4'-DDE 0,10 IU 72-20-8-~-------Endrin 0.10 iU I· 33213-65-9-;_----Endosulfan II 0.10 iU I 72-S4-8---------4,4'-DDD 0.10 IU I 1031-07-8-------Endosulfan sulfate 0.10 IU I 50-29-3---------4,4'-DOT 0.10 IU I 72-43-5---------Methoxychlor a.so 1u I 53494-70-S------Endrin ketone 0.10 iU I Sl03-71-9-------alpha-Chlordane a.so 1u I 5103-74-2-------gamma-Chlordane o.so IU I 8001-35-2-------Toxaphene 1,0 iU I 12674-11-2------Aroclor-1016 a.so 1u I 11104-28-2------Aroclor-1221 a.so 1u I 11141-16-5------Aroclor-1232 a.so 1u I 53469-21-9------Aroclor-1242 a.so 1u 1 12672-29-6------Aroclor-1248 a.so 1u I 11097-69-1------Aroclor-1254 1.0 IU I 11096-82-5------Aroclor-1260 1,0 iU Q ·*•·-·• "·-'--------------------______ , __ POD I l'!ST 1/8 J2itev. .... , .. ---·•···· ............ , ... -.. , .. , ...... , ............ ,. ··-" ., .. .. ~ ,, ,,. -.. .. ~ . .. .. " 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 I I I I I I I I I I I SAMPLES: CDMPUCHEM lABOAATORlES Case Narrative-case#l7902 SDG NO. 14 Contract# (02-88)-REV compuchem Laboratories, Inc. FB-1, SL-2R, TB-2 Attached are pertinent Quality Assurance notices dealing with the analysis three(3) water samples associated with case 17904 SDG NO. 14. These samples were scheduled for low level water volatile and semivolatile analysis only. The samples all arrived in good condition on the consecutive dates 10-5-89 thru 10-7-89. The appropriate chains-of-custody were all in order. Sample TB-2 and FB-2, were designated as Trip Blank and Field Blank respectively. The IDs were shortened appropriately to accommodate the data system. The samples were logged into the Laboratory Management system and stored at 4 degrees Celsius. There were no other 'irregularities encountered during receipt of the samples. VOLATILES: The volatile fractions were all analyzed within the prescribed holding time considerations. Samples FB-1 and SL-2R each contained only a concentration of methylene chloride below the contract required quantitation limit(CRQL). Sample TB-2 was below the detection limit(BDL) for the presence of volatile target compounds. There were no tentatively identified compounds(TICs) present in any of the samples. SEMIVOLATILES: The semivolatile fractions also met the prescribed holding time requirements. The samples were all below the detection for the ~resence of semivolatile target compounds. one tentatively identified compound was present in sample TB-2. This compound, identified as N-butyl-benzenesulfonamide, is a known laboratory artifact and 1s currently under investigation. QC SUMMARY: All surrogate recovery criteria were met for all the samples analyzed for this case. The matrix/matrix spike duplicate data passed QC requirements excellently for the volatile and pesticide evaluations. The semivolatile spike evaluations also passed the requirements, but with exception. 2,4-dinitrophenol, pentachlorophenol, and pyrene all failed the the percent recovery criterion(tRPD). The blanks associated with the COMPUCHEM L.ABORATOFUES, INC. P.O. Box ;2652 3308 Chapel Hill/Netaon Highway R .... rch Triangle Park. NC 27709 (919) 549-8263 ----------5RffPLE ~ATA SUMMARY- ·, 81 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 I I I I I I I I I I I I I ----0)\,1Pl£HEM l.ABOPATORIE.S samples in the case met the prescribed QC requirements as well. Concentrations of methylene chloride, below the CRQL, were detected in the volatile blanks VBLKLV and VBLKJP. The reinjection of the semivolatile blank SBLK64, contained concentrations of di-n-butylphthalate and bis(2-ethylhexyl) phthalate that were also below the CRQL. All of these compounds, when present in subsequent sample analyses, were flagged accordingly with the "B" footnote. I certify that this data package is in compliance with ~he terms and conditions of the contract,· both ·technically and for completeness, for other than the conditions detailed above. Re- lease of the data contained in this hardcopy data package and in the computer-readable data submitted on flop~y diskette has been authorized by the Laboratory .Manager or his designee, as verified by the following signature. EWER ·2G-ff 26-89 Note: This report is paginated for reference and accountability in decreasing numerical sequence. .·SMPl-E DRTR .. SDPlltRR'f 80 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 I I I I I I I I I I I I I lA EPA SAMPLE VOLATILE ORGANICS ANALYSIS DATA SHEET FB-1 Lab Name: COMPUCHEM LABS Contract: 12-88)-REVS Lab Code: COMPU case No.: 17902 SAS No.: SDG No.: _1_4 __ Matrix: ( soil/water) WATER Lab sample ID: 292729 Sample wt/vol: s.o (g/mL) ~ Lab File ID: CN092729Al4 Level: (low/med) LOW Date Received: 10/06/89 \ Moisture: not dee. Date Analyzed: 10/09/89 Column: (pack/cap) CA~ Dilution Factor: ~l~,o.____ __ CAS NO. COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 74-87-3---------Chloromethane 74-83-9---------Bromomethane 75-01-4---------Vinyl Chloride 75-00-3---.------Chloroethane 75-09-2-------~-Methylene Chloride 67-64-1---------Acetone 75-15-0---------carbon Disulfide 75-35-4---------1,1-Dichloroethene 75-34-3---------1,1-Dichloroethane 540-59-0--------1,2-Dichloroethene (total)_ 67-66-3---------Chloroform 107-06-2--------1,2-Dichloroethane 78-93-3---------2-Butanone 71-55-6---------1,1,1-Trichloroethane 56-23-5---------carbon Tetrachloride 108-05-4--------Vinyl Acetate 75-27-4---------Bromodichloromethane 78-87-5---------1,2-Dichloropropane 10061-01-s------cis-l,3-Dichloropropene 79-01-6---------Trichloroethene 124-48-1--------Dibromochloromethane 79-00-5---------1,1,2-Trichloroethan• 71-43-2---------Benzene · 10061-02-6------Trana-l,3-Dichloropropene __ 75-25-2---------Bromoform 100-10-1--------4-Methyl-2-Pentanone 591-78-6--------2-Hexanone 127-18-4--------Tetrachloroethene 79-34-5---------1,1,2,2-Tetrachloroethane __ 108-88-3--------Toluene 108-90-7--------Chlorobenzene 100-41-4--------Ethylbenzene 100-42-5--------styrene 1330-20-7-------Total Xylenes Q 10 u 10 u 10 u 10 u 4 BJ 10 u 5 u. 5 u 5 u 5 u· 5 u 5 u 10 u 5 u 5 u 10 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 10 u 10 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u NO. I I I I I I I I I I I I I I I I FORM I VOA 1/87 Revl I 70 I I I I I I I I I ii I I I I I I I I I lE EPA SAMPLE NO. VOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS FB-1 Lab Name: COMPUCHEM LABS Contract: 12-88l-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: _14 __ Matrix: ( soil/water) WATER Sample wt/vol: 5.0 Level: (low/med) LOW , Moisture: not dee. Column (pack/cap) ~f Number TICS found:~ CAS NUMBER (g/mL) Ill._ COMPOUND NAME Lab Sample ID: .2~9-.27,._2""9.__ __ _ Lab File ID: CN092729Al4 Data Received: 10/06/89 Data.Analyzed: 10/09/89 Dilution Factor: Al~,o.._ __ CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L RT EST. CONC. Q mmn•a===~s-=====-===========-=============== ••n:a:s=s=• cs==-====-===== ===== FORM I VOA-TIC 1/87 Rev. · -SRIIPLE. DR TR, SI.JNIRR.r ~ ·. 69 I I I I I I I I I I I I I I I I I lA EPA SAMPLE NO. VOLATILE ORGANICS ANALYSIS DATA SHEET SL-2R Lab Name: COMPUCHEM LABS Contract: 12-88)-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SOG No. : .._14"---_ Matrix: ( soil/water) WATER Lab Sample ID: 292311 Sample wt/vol: 5.0 (g/mL) Ill,._ Lab File ID: CN092311Al4 Level: (low/med) LOW Date Received: 10/05/89 t Moisture: not dee. Date Analyzed: 10109,::e9 Column: (pack/cap) CAii! Dilution Factor: ~1~1~0 __ _ CONCENTRATION UNITS: CAS NO. COMPOUND (ug/L or ug/Kg) UG,:'.L Q 74-87-3---------Chloromethane 10 u 74-83-9---------Bromomethane 10 u 75-01-4-----~---Vinyl Chloride 10 u 75-00-3---------Chloroethane 10 u 75-09-2---------Methylene Chloride 3 BJ 67-64-1---------Acetone 10 u 1s-1s-o---------carbon Disulfide 5 u 75-35-4---------1,1-Dichloroethene 5 u .75-34-3---------1,1-Dichloroethane 5 u 540-59-0--------1,2-Dichloroethene (total)_ 5 u 67-66-3---------Chloroform 5 u 107-06-2--------1,2-Dichloroethane 5 u 78-93-3---------2-Butanone 10 u 71-55-6---------1,1,1-Trichloroethane 5 u 56-23-5---------carbon Tetrachloride 5 u 108-05-4--------Vinyl Acetate 10 u 75-27-4---------Bromodichloromethane 5 u 78-87-5---------1,2-Dichloropropane 5 u 10061-01-5------cis-l,3-Dichloropropene 5 u 79-01-6---------Trichloroethene 5 u 124-48-1--:..-----Dibromochloromethane 5 ·u 79-00-~---------1,1,2-Trichloroethane 5 u 71-43-2---------Benzene 5 u 10061-02-6------Trans-l,3-Dichloropropene __ 5 u 75-25-2---------Bromoform 5 u 1oe-10-1--------4-Methyl-2-Pentanone 10 u 591-78-6--------2-Hexanone 10 u 127~18-4--------Tetrachloroethene 5 u 79-34-5---------1,1,2,2-Tetrachloroethane __ 5 u 108-88-3--------Toluene 5 u 108-90-7--------Chlorobenzene 5 u 100-41-4--------Ethylbenzene 5 u 100-42-5--------Styrene -5 u 1330-20-7-------Total Xylenes 5 u FORM I .VOA 1/87 Rev. ==:i~-::::::::::::::==============~-5llllP--LC DR TR SUJUfRRY 68 I I I I I I I I I I I I I I I I I I I lE VOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: COMPUCHEM LABS Contract: C2-88l-REVS Lab Code: COMPU case No.: 17902 SAS No.: SDG Matrix: ( soil/water) WATER Lab Sample ID:. sample wt/vol: 5.0 (g/mL) Ill._ Lab File ID: Level: (low/med) I,QW Date Received: I Moisture: not dee. Date Analyzed: EPA SAMPLE NO. SL-2R No.: 14 292311 CH0923UA14 10/05/89 10/09/89 Column (pack/cap) CAi! Dilution Factor: ~i~,o.__ __ Number TICS found: ---2 CAS NUMBER COMPOUND NAME I CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L RT EST. CONC. FORM I VOA-TIC SPNPl E DR TR SUJtNRRY· -- I ~ Q 1/87 Rev. 67 I I I I I I I I I I I I I I I I I I I lA VOLATILE ORGANICS ANALYSIS DATA SHEET Lab Name: COMPUCHEM LABS Contract: 12-88}-REVS Lab Code: COMPU Case No.: 17902 Matrix: (soil/water) WATER Sample wt/vol: Level: (low/med) 5.0 LOW (g/mL) Ml,__ SAS No.: SDG Lab Sample ID: Lab File ID: Date Received:· Date Analyzed: EPA SAMPLE NO. TB-2 No.: 14 293338 CN0933J8Cl8 10/07/89 lOilJ/89 % Moisture: not dee. Column: (pa.ck/cap) CAP Dilution Factor: Al~,~o __ _ CAS NO. COMPOUND 74-87-3---------Chloromethane 74-83-9---------Bromomethane 75-01-4---------Vinyl Chloride 75-00-3---------Chloroethane 75-09-2---------Methylene Chloride 67-64-1---------Acetone 7 5-15-0.-'--------carbon Disulfide 75-35-4---------1,1-Dichloroethene 75-34-3---------1,1-Dichloroethane 540-59-0--------1,2-Dichloroethene 67-66-3---------Chloroform 107-06-2--------1,2-Dichloroethane 78-93-3---------2-Butanone CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L (total)_ 71-55-6---------1,1,1-Trichloroethane 56-23-5---------carbon Tetrachloride 108-05-4--------Vinyl Acetate 75-27-4---------Bromodichloromethane 78-87-5---------1,2-Dichloropropane 10061-01-s------cis-1,3-Dichloropropene 79-01-6---------Trichloroethene 124-48-1--------Dibromochloromethane 79-oo-s---------1,1,2-Trichloroethane 71-43-2---------Benzene 10061-02-6------Trans-l,3-Dichloropropene __ 75-25-2---------Bromoform 100-10-1--------4-Methyl-2-Pentanone 591-78-6--------2-Hexanone 127-18-4--------Tetrachloroethene 79-34-5---------1,l,2,2-Tetrachloroethane __ 108-88-3--------Toluene 108-90-7---~----Chlorobenzene 100-41-4--------Ethylbenzene 100-42-5--------Styrene 1330-20-7-------Total Xylenes -SRBPCE DRTll $0MRRY":.~ Q 10 u 10 ·u 10 u 10 u 5 u 10 u 5 u 5 u 5 u 5 u 5 u 5 u 10 u 5 u 5 u 10 u 5 u 5 u 5 u 5 u 5 ·u 5 u 5 u 5 u 5 u 10 u 10 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 66 I I I I I I I I I I I I I I I 11 I I I lE VOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: COMPUCHEM LABS Contract: 12-881-REVS EPA SAMPLE NO. TB-2 Lab Code: COMPU Case No.: 17902 SAS No.: S 0G No . : .._14,____ Matrix: (soil/water) WATER Sample wt/vol: s.o (g/mL) Level: (low/med) LOW \ Moisture: not dee. Column (pack/cap) CAf Number TICs found: ___Q CAS NUMBER COMPOUND lil.._ NAME Lab Sample IO: Lab File IO: Date Received: Date Analyzed: D,ilution Facto.r: CONCENTRAT~ON UNITS: (ug/L or ug/Kg) UG/L RT EST. 293338 CN093338Cl8 10/07/89 1011us9 ;i..Q CONC. Q ===2=====--===== •=========================== ==-=-== :n:::ss=•===-=-== =•=== I I I I I I I I I I I I I I I I I I I lA EPA SAMPLE NO. VOLATILE ORGANICS ANALYSIS DATA SHEET SL-2RMS Lab Name: coMPUCHEM LABS contract: (2-88)-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: 14 Matrix: (soil/water) WATER Lab sample IO: 292733 Sample wt/vol: 5.0 (g/mL) Ml._ Lab File IO: CR0927JJB23 Level: (low/med) LOW Date Received: 10/05/89 I Moisture: not dee. Date Analyzed: 10/10/89 Column: (pack/cap) CAf Dilution Factor: ~i~·~o __ _ CAS NO. COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 74-87-3---------Chloromethane 74~83-9---------Bromomethane 75-01-4---------Vinyl Chloride 75-00-3---------Chloroethane 75-09-2---------Methylene Chloride 67-64-1---------Acetone 1s-1s-o---------carbon Disulfide 75-35-4---------1,1-Dichloroethene 75-34-3---------1,1-Dichloroethane 540-59-0--------1,2-Dichloroethene (total)_ 67-66-3---------Chloroform 107-06-2--------1,2-Dichloroethane 78-93-3---------2-Butanone 71-55-6---------1,1,1-Trichloroethane 56-23-5---------carbon Tetrachloride 100-os-4-~------vinyl Acetate 75-27-4---------Bromodichloromethane 78-87-5---------1,2-Dichloropropane 10061-01-s------cis-1,3-Dichloropropene 79-01-6---------Trichloroethene 124-48-1--------Dibromochloromethane 79-oo-s---------1,1,2-Trichloroethane 71-43-2---------Benzene 10061-02-6------Trans-1,3-Dichloropropene __ 75-25-2---------Bromoform 1os-10-1--------4-Methyl-2-Pentanone 591-7B-6--------2-Hexanone 127-18-4--------Tetrachloroethene 79-34-5---------1,1,2,2-Tetrachloroethane_ 108-88-3--------Toluene 10B-90-7--------Chlorobenzene 100-41-4--------Ethylbenzene 100-42-5--------styrene 1330-20-7-------Total Xylenes FORM I VOA ::.:.:.:.:.:.:.~:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.J:Si'IR'Q'IN&PPOTLE-.--DR TA SDMRRr _, _. Q 10 u 10 u 10 u 10 . u 5 u 10 u 5 u 5 u 5 u 5 u 5 u 5 u 10 u 5 u 5 u 10 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 10 u 10 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 1/87 Rev. 64 I I I I I I I I I I I I I I I I I I I lA VOLATILE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE NO. Lab Name: COMPUCHEM LABS Contract: 12-88)-REVS SL-SRMSD Lab Code: COMPU Case No.: 17902 SAS No.: SOG No.: _.1""4 __ Matrix: (soil/water) WATER Lab sample IO: 292734 Sample wt/vol: 5.0 (g/mL) ~ Lab File IO: CRQ927J4B23 Level: (low/med) LOW Date Received: 101os;e9 I Moisture: not dee. Date Analyzed: lQ/10/89 Column: (pack/cap) c,Af Dilution Factor: ·•1~1 ~0 __ CAS NO. COMPOUND 74-87-3---------Chloromethane 74-83-9---------Bromomethane 75-01-4---------Vinyl Chloride 75-00-3---------Chloroethane 75-09-2---------Methylene Chloride 67-64-1---------Acetone 75-15-o---------carbon Disulfide 75-35-4---------1,1-Dichloroethene 75-34-3---------1,1-Dichloroethane 540-59-o-~------l,2-Dichloroethene 67-66-3---------Chloroform 107-06-2--------1,2-Dichloroethane 78-93-3---------2-Butanone CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L (total)_ 71-55-6---------1,1,l-Trichloroethane 56-23-5---------carbon Tetrachloride 108-05-4--------Vinyl Acetate 75-27-4---------Bromodichloromethane 78-87-5---------1,2-Dichloropropane 10061-0l-S------cis-l,3-Dichloropropene 79-01-6---------Trichloroethene 124-48-1--------Dibromochloromethane 79-oo-s---------1,1,2-Trichloroethane 71-43-2---------Benzene 10061-02-6------Trans-,l, 3-Dichloropropene_ 75-25-2---------Bromofol'lll 1oa-10-1--------4-Methyl-2-Pentanone 591-78-6--------2-Hexanone 127-18-4--------Tetrachloroethene 79-34-5---------1,l,2,2-Tetrachloroethane __ 108-88-3--------Toluene 108-90-7--------Chlorobenzene 100-41-4--------Ethylbenzene 100-42-s--------styrene 1330-20-7-------Total Xylenes FORM I VOA Q 10 u 10 u 10 u 10 u 5 u. 10 u 5 u 5 u 5 u 5 u 5 u 5 u 10 u 5 u 5 u 10 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 10 u 10 u 5 u 5 u 5 u 5 u 5 u 5 u 5 u 1/87 Rev. :.-:.~;;:.=====================~SSi'""PrrllN'IEP-c~ £ - · ORT/.r SUMRRY -63' I I I I I I I I I I I I I I I I I I I lB SEMIVOLATILE ORGANICS ANALYSIS CATA SHEET Lab Name: COMPUCHEM LABS Contract: 12-88l-REVS Lab Code: COMPU Case No.: 17902 SAS No.: Matrix: (soil/water) WATER Sample wt/vol: 1000 LOW (g/mL) lU.._ . Level: (low/med) % Moisture: not dee. dee. SCG Lab sample ID: Lab File ID: Date Received: Cate Extracted: EPA SAMPLE NO. FB-l No.: 14 292729 GH092729B16 10/06/89 10/10/89 Extraction: (SepF/Cont/Sonc) ~ Cate Analyzed: 10/11/89 GPC Cleanup: (Y/N) ti_ pH: Dilution Factor: .i~,~o __ _ CAS NO. COMPOUND 108-95-2-~------Phenol CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L lll-44-4--------bis(2-Chloroethyl)Ether 95-57-8---------2-Chlorophenol 541-73-1--------1,3-Dichlorobenzene 106-46-7--------1,4-Dichlorobenzene 100-51-6--------Benzyl Alcohol 95-50-1---------1,2-Dichlorobenzene 95-48-7---------2-Methylphenol 39638-32-9------bis(2-Chloroisopropyl)Ether_ 106-44-5--------4-Methylphenol 621-64-7--------N-Nitroso-Di-n-Propylamine __ 67-72-1---------Hexachloroethane 98-95-3---------Nitrobenzene 78-59-1---------Isophorone 88-75-5---------2-Nitrophenol 105-67-9--------2,4-Dimethylphenol 65-85-0---------Benzoic Acid lll-91-1--------bis(2-Chloroethoxy)Methane_ 120-83-2--------2,4-Dichlorophenol 120-02-1--------1,2,4-Trichlorobenzene 91-20-3---------Naphthalene 106-47-8--------4-Chloroaniline 87-68-3---------Hexachlorobutadiene 59-50-7---------4-Chloro-3-Methylphenol 91-57-6---------2-Methylnaphthalene 77-47-4----~----Hexachlorocyclopentadiene __ 88-06-2---------2,4,6-Trichlorophenol 95-95-4---------2,4,5-Trichlorophenol 91-58-7---------2-Chloronaphthalene 88-74-4---------2-Nitroaniline 131-11-3--------Dimethyl Phthalate 208-96-8--------Acenaphthylene 60.6-20-2--------2, 6-Dinitrotoluene FORM I sv-1 Q 10 u 10 u 10 u 10 u lO u 10 u 10 u 10 u 10 u lO u 10 u 10 u 10 u 10 u 10 u 10 u 50 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 50 u 10 u so· u 10 u 10 u 10 u 1/87 Rev. =~~;;:;:;;;:;;:=::::::=:::=::::;;;:::=::::ss[IRD8!EP .. L.-r-.o£.-DA TA SOPflUIRY. _ C I WI t ~ 62 I I lC SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET Lab Name: COMPUCHEM LABS Contract: /2-88)-REVS Lab code: COMPU Case No.: 17902 SAS No.: SOG EPA SAMPLE NO. FB-i No.: 14 I Matrix: (soil/water) WATER Lab Sample IO: 292729 I I I I I I I I I I I I I I I I Sample wt/vol: Level: (low/med) t Moisture: not dee. 1000 LOW (g/mL) lilt_ dee. Extraction: (SepF/Cont/Sonc) ilU Lab File IO: GH092729B16 Date Received: 10/06/89 Date Extracted: 10/10/89 Date Analyzed: 10/11/89 GPC Cleanup: (Y/N) H.._ pH: Dilution Factor: ~i~-~o __ _ CONCENTRATION UNITS: CAS NO. COMPOUND (ug/L or ug/Kg) UG/L Q 99-09-2---------3-Ni.troaniline so lJ 83-32-9---------Acenaphthene , 10 lJ Sl-28-s---------2,4-Dinitrophenol so lJ 100-02-1--------4-Nitrophenol 50 lJ 132-64-9--------Dibenzoturan 10 lJ 121-14-2--------2,4-Dinitrotoluene 10 lJ 84-66-2----.-----Diethylphthalate 10 lJ 7005-72-3-------4-Chlorophenyl-phenylether_ 10 lJ 86-73-7---------Fluorene 10 lJ 100-01-6--------4-Nitroaniline so lJ S34-S2-l--------4,6-Dinitro-2-Methylphenol __ so lJ 86-30-6---------N-Nitrosodiphenylamine (1)_ 10 lJ 101-ss-3--------4-Bromophenyl-phenylether __ 10 lJ 118-74-1--------Hexachlorobenzene 10 lJ 87-86-s---------Pentachlorophenol so lJ 85~01-8---------Phenanthrene 10 lJ 120-12-1--------Anthracene 10 lJ 84-74-2---------Di-n-Butylphthalate 10 lJ 206-44-0--------Fluoranthene 10 lJ 129-00-0--------Pyrene 10 lJ 85-68-7---------Butylbenzylphthalate 10 lJ 91-94-1---------3,3'-Dichlorobenzidine 20 lJ S6-SS-3---------Benzo(a)Anthracene 10 lJ 218-01-9--------Chry ■ene 10 lJ 117-81-7--------bi ■(2-Ethylhexyl)Phthalate_ 10 lJ 117-84-o--------oi-n-octyl Phthalate 10 lJ 205-99-2--------Benzo(b)Fluoranthene 10 lJ 207-08-9--------Benzo(k)Fluoranthene 10 lJ S0-32-8---------Benzo(a)Pyrene 10 lJ 193-39-5--------Indeno(l,2,3-cd)Pyrene 10 lJ 53-70-3---------Dibenzo(a,h)Anthracene 10 lJ 191-24-2--------Benzo(g,h,i)Perylene 10 lJ (l) -CaMot be separated trom Diphenyla.mine FORM I sv-2 1/87 Rev. 61 I I I I I I I I I I I I I I I I I I I lF SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS lab Name: COMPUCHEM LABS contract: (2-88)-REVS lab Code: COMPU Case No.: 17902 SAS No.: SDG Matrix: (soil/water) WATER lab Sample ID: sample wt/vol: 1000 (g/mL) m..__ lab File ID: Level: (low/med) LOW Date Received: ' Moisture: not dee. dee. Date Extracted: EPA SAMPLE NO .. FB-1 No.: 14 292729 GH092729B16 10/06/89 10/10/!!9 Extraction: ( SepF / Cont/ Sonc) (Y/N) lL_ 5_EU Date Analyzed: 10/11/!!9 GPC Cleanup: pH: Number TICS found: ~ CAS NUMBER COMPOUND NAME Dilution Factor: .1~1~0 __ _ CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L RT EST. CONC. Q ====-=========-= ==========================~ -===::a:ic== =====•-a=•=•= -m=m FORM I SV-TIC 1/87 Rev. 60 I I I I I I I I I I I I I I I I I I I 1B SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE NO. Lab Name: CQKPUCHEK LABS Contract: (2-88}-REVS SL-2R Lab code: CQKPU Case No.: 17902 SAS No.: SDG No.: 14 Matrix: (soil/water) WATER Lab Sample ID: 292311 Sample wt/vol: 500 (g/mL) Ill..._ Lab File ID: GH092311B02 Level: ( low/med) LOW Date Received: 10,:'.05,:'.89 t Moisture: not dee. dee. Date Extracted: 10/06/89 Extraction: ( SepF /Cont/Sonc) ilfl Date Analyzed: 10,:'.10,:'.89 GPC Cleanup: (Y/N) IL_ pH: Dilution Factor: -µ. i::t¼it LO 1i(u{d~ CAS NO. COMPOUND 108-95-2--------Phenol CONCENTRATION UNITS: (ug/L or ug/Kg) UG,:'.L lll-44-4--------bis(2-Chloroethyl)Ether 95-57-8---------2-Chlorophenol 541-73-1--------1,3-Dichlorobenzene 106-46-7--------1,4-Dichl?robenzene 100-51-6--------Benzyl Alcohol 95-50-1---------1,2-Dichlorobenzene 95-48-7---------2-Methylphenol 39638-32-9------bis(2-Chloroisopropyl)Ether_ 106-44-5--------4-Methylphenol 621-64-7--.".'-----N-Nitroso-Di-n-Propylamine_ 67-72-1---------Hexachloroethane 98-95-3---------Nitrobenzene 78-59-1---------Isophorone 88-75-5---------2-Nitrophenol ·105-67-9--------2,4-Dimethylphenol 65-85-0---------Benzoic Acid lll-91-l--------bis(2-Chloroethoxy)Methane_ 120-83-2--------2,4-0ichlorophenol 120-82-1--------1,2,4-Trichlorobenzene 91-20-3---------Naphthalene 106-47-8--------4-Chloroaniline 87-68-3--------~Hexachlorobutadiene 59-50-7---------4-Chloro-3-Methylphenol 91-57-6---------2-Methylnaphthalene 77-47-4---------Hexachlorocyclopentadiene __ 88-06-2---------2,4,6-Trichlorophenol 95-95-4---------2,4,5-Trichlorophenol 91-58-7---------2-Chloronaphthalene 88-74-4---------2-Nitroaniline 131-11-3--------Dimethyl Phthalate 208-96-8--------Acenaphthylene 606-20-2--------2,6-Dinitrotoluene FORM I sv-1 _____ -------~------iS1.1A ... 8u.o:P:.JL~E.. DR TA SUMARY --.. Q 10 u 10 u 10 u 10 u 10 u 10 u· 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 50 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 50 u 10 u 50 u· 10 u 10 u 10 u 1/87 Rev. 59 I I I I I I I I I I I I I I I I I I I lC SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET EPA SAMP:..E NO. SL-2R Lab Name: COMPUCHEM LABS Contract: 12-88)-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: 14 Matrix: (soil/water) WATER Lab Sample ID: 292311 Sample wt/vol: 500 (g/mL) Ml,__ Lab File ID: GHQ9ZlllllQ, Level: (low/med) _LQ~W~-Date Received: lQLQ:itB9 t Moisture: not dee. dee. Date Extracted: 1QlQ6l89 Extraction: (SepF/Cont/Sonc) 5..Efl GPC Cleanup: (Y/N) H._ pH: Date Analyzed: 1Qll0l89 Dilution Factor: 4rff Io ~-Is, CAS NO. COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) QG/L 99-09-2---------3-Nitroaniline 83-32-9---------Acenaphthene 51-28-5---------2,4-Dinitrophenol 100-02-1--------4-Nitrophenol 132-64-9--------Dibenzoturan 121-14-2--------2,4-Dinitrotoluene 84-66-2---------Diethylphthalate 7005-72-3-------4-Chlorophenyl-phenylether_ 86-73-7---------Fluorene 100-01-6--------4-Nitroaniline 534-52-1--------4,6-Dinitro-2-Methylphenol __ 86-30-6---------N-Nitrosodiphenylamine (1)_ 101-55-3--------4-Bromophenyl-phenylether __ 118-74-1--------Hexachlorobenzene . 87-86-5---------Pentachlorophenol ss-01-s---------Phenanthrene 120-12-7--------Anthracene 84-74-2---------Di-n-Butylphthalate 206-44-0--------Fluoranthene 129-oo-o--------Pyrene 85-68-7---------Butylbenzylphthalate 91-94-1---------3,3'-Dichlorobenzidine 56-55-3---------Benzo(a)Anthracene 218-01-9--------Chrys•n• 117-81-7--------bis(2-Ethylhexyl)Phthalate_ 117-84-0--------Di-n-Octyl Phthalate 205-99-2--------Benzo(b)Fluoranthene 207-08-9--------Benzo(k)Fluoranthene 50-32-8---------Benzo(a)Pyrene 193-39-5--------Indano(l,2,3-cd)Pyrene 53-70-3---------Dibenzo(a,h)Anthracene 191-24-2--------Benzo(g,h,i)Perylene (1) -cannot be separated trom Diphenylamine FORM I sv-2 _______ SRNPLE"" ORTlrSUNNRRY Q 50 u 10 u 50 u so u 10 u 10 u 10 u 10 u 10 u 50 u 50 u 10 u 10 u 10 u 50 u 10 u 10 u 10 u 10 u 10 u 10 u 20 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 1/87 Rev. 58 I I I I I I I I I I I I I I I I I I I lF SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: CQMPUCHEM LABS Contract: 12-88!-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG Matrix: (soil/water) WATER Lab Sample IO: sample wt/vol: 500 ( g/mL l lil.,_ Lab File ID: Level: (low/med) .,.r.o...,w,___ Date Received: EPA SAMPLE NO. SL-2R No.: 14 292311 GH092311B02 101'.051'.82 \ Moisture: not dee. dee. Data Extracted: 101'.061'.82 Extraction: GPC Cleanup: ( SepF / Cont/ Sonc) (Y/N) H_ pH: Number TICs tound: __o_ CAS NUMBER COMPOUND NAME Date Analyzed: Dilution Factor: CONCENTRATION UNITS: (ug/L or ug/Kg) UGl'.L RT EST. 101'.101'.82 ,-.,.,.,.. ~ I.O ,~u/ef CONC. Q m•wmD=•=--•••• =====------=---==m=-=a~-•== •:a-a.c:a::za a::r••a====sa=z:z •===• FORM I SV-TIC · l/87 Rav; 57 I R I R I I I I I I I I I I I I I I I 1B SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE NO. Lab Name: COMPUCHEM LABS Contract: (2-88)-REVS TB-2 Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: 14 Matrix: (soil/water} WATER Lab Sample ID: 293338 sample wt/vol: 1000 (g/mL} ta._ Lab File ID: GH093338Al6 Level: (low/med} LOW Date Received: 10/07/89 \ Moisture: not dee. dee. Date Extracted: 10/10/89 Extraction: (SepF/Cont/Sonc} gfi GPC Cleanup: (Y/N} li.._ pH: Date Analyzed: 10/11/89 Dilution Factor: &1~1 0.__ __ CAS NO. COMPOUND 108-95-2--------Phenol ' CONCENTRATION UNITS: (ug/L or ug/Kg} UG/L lll-44-4--------bis(2-Chloroethyl}Ether 95-57-8---~-----2-Chlorophenol 541-73-1--------l,3-Dichlorobenzene 106-46-7--------l,4-Dichlorobenzene 100-51-6--------Benzyl Alcohol 95-50-1---------1,2-Dichlorobenzene 95-48-7---------2-Methylphenol 39638-32-9------bis(2-Chloroisopropyl}Ether_ 106-44-5--------4-Methylphenol 621-64-7--------N-Nitroso-Di-n-Propylamine_ 67-72-1---------Hexachloroethane 98-95-3---------Nitrobenzene 78-59-1---------Isophorone 88-75-5---------2-Nitrophenol 105-67-9--------2,4-Dimethylphenol 65-85-o---------Benzoic Acid lll-91-l--------bia(2-Chloroethoxy}Methane_ 120-83-2---~----2,4-0ichlorophenol 120-82-1--------1, 2, 4-Trichlorobe.nzene 91-20-3---------Naphthalene 106-47-8--------4-Chloroaniline 87-68-3---------Hexachlorobutadiene 59-50-7---------4-Chloro-3-Methylphenol 91-57-6---------2-Methylnaphthalene 77-47-4---------Hexachlorocyclopentadiene_ 88-06-2---------2,4,6-Trichlorophenol 95-95-4---------2,4,5-Trichlorophenol 91-58-7---------2-Chloronaphthalene 88-74-4---------2-Nitroaniline 131-11-3--------oimethyl Phthalate 208-96-8--------Acenaphthylene 606-20-2--------2,6-Dinitrotoluene -----·~--·-;;;·~---·· ..... _ ...... ______ 5;a,1!1R1J:8u:PLE. DRTR SUMRRY Q 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 50 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 50 u 10 u 50 u 10 u 10 u 10 u 56 I I I I I I I I I I I I I I I I I I lC EPA SAMPLE NO. SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET TB-2 Lab Name: COMPUCHEM LABS contract: (2-88)-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: 14 Matrix: (soil/water) WATER Lab Sample ID: 293338 Sample wt/vol: 1000 ( g/mL) Ml,__ Lab File ID: GH093338Al6 Level: ( low/med) I..QW Date Received: 10/07/89 % Moisture: not dee. dee. Date Extracted: 10/10/89 Extraction: (SepF/Cont/Sonc) ~ Date Analyzed: 10/11/89 GPC Cleanup: (Y/N) IL_ pH: Dilution Factor: .i~-~o __ _ CONCENTRATION UNITS: CAS NO. COMPOUND (ug/L or ug/Kg) UG/L Q 99-09-2---------J-Nitroaniline . 50 u 83-32-9---------Acenaphthene 10 u 51-28-5---------2,4-Dinitrophenol 50 u 100-02-1--------4-Nitrophenol 50 u 132-64-9--------Dibenzofuran 10 u 121-14-2--------2,4-Dinitrotoluene 10 u 84-66-2--------~Diethylphthalate 10 u 7005-72-J-------4~Chlorophenyl-phenylether_ 10 u 86-73-7---------Fluorene 10 u 100-01-6--------4-Nitroaniline 50 u 534-52-1--------4,6-Dinitro-2-Methylphenol_ 50 u 86-30-6--~------N-Nitrosodiphenylamine (l)_ 10 u 101-55-3--------4-Bromophenyl-phenylether __ 10 u 118-74-1--------Hexachlorobenzene 10 u 87-86-5---------Pentachlorophenol 50 u 85-01-8---------Phenanthrene 10 u 120-12-7--------Anthracene 10 u 84-74-2---------Di-n-Butylphthalate 10 u 206-44-0--------Fluoranthene 10 u 129-oo-o--------Pyrene 10 u 85-68-7---------Butylbenzylphthalate 10 u 91-94-1---------3,J'-Dichlorobenzidine 20 u 56-55-3---------Benzo(a)Anthracene 10 u 218-01-9--------chrysene 10 u 117-81-7--------bis(2-Ethylhexyl)Phthalate_ 10 u 117-84-0--------Di-n-Octyl Phthalate 10 u 205-99-2--------Benzo(b)Fluoranthene 10 u 207-08-9--------Benzo(k)Fluoranthene 10 u 50-32-8---------Benzo(a)Pyrene 10 u 193-39-5---~----Indeno(l,2,J-cd)Pyrene 10 u 53-70-3---------Dibenzo(a,h)Anthracene •·-~· 10 u 191-24-2--------Benzo(g,h,i)Perylene 10 u (1) -Cannot be separated from Diphenylamine ·===============::============~sikA_llfP __ Lc DJ:ln:r~s~u~lffl~~,:,~R-y~----55 I I I lF SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET TENTATIVELY IDENTIFIED COMPOUNDS Lab Name: COMPUCHEM LABS contract: C2-88l-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG EPA SAMPLE NO. TB-2 No.: 14 I Matrix: (soil/water) WATER Lab Sample ID: 293338 I I I I I I I I I I I I I I I Sample wt/vol: 1000 (g/mL) l1l,._ Lab File ID: GH093338Al6 Level: ( low/med) rpw Date Received: 10/07/89 \ Moisture: not dee. dee. Date Extracted: 10/10/89 Extraction: gu Date Analyzed: 10/11/89 GPC Cleanup: ( SepF /Cont/Sonc) (Y/N) lL_ pH: Dilution Factor: Al~-~o __ _ Number TICs found: __.l CAS NUMBER COMPOUND NAME CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L RT EST. CONC. ================ ============================ ======== ============= 1. 3622-84-2 BENZENESULFONAMIDE, N-BUTYL-12.00 540 -:,-:,-:_-:,-:,-:,-:,:.:.:.:.:.:,-__ -_ -_ ---_ -_ -----_ -_ -_ -_ -_ -_ -_ ... S;:i, '?.,.RUN'hP .. LrDA TR SUNIRRY Q ===== J 54 I I I I I I I I I I I I I I I I I I I 1B EPA SAMPLE NO. SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET SL-2RMS Lab Name: COMPUCHEM LABS Contract: (2-88)-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: 14 Matrix: (soil/water) WATER Lab Sample ID: 292730 Sample wt/vol: 500 (g/mL) M,L_ Lab File ID: G3J92730B04 Level: ( low/med) LOW Date Received: 19L9:iL89 % Moisture: not dee. dee. Date Extracted: 10<'.'.19<'.'.89 Extraction: (SepF/Cont/Sonc) ilff Date Analyzed: 10,:'.20,:'.89 GPC Cleanup: (Y/N) li.._ pH: ~ Dilution Factor: G::r:59 1.0 , -f.r1t, CAS NO. COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UGLL 108-95-2--------Phenol lll-44-4--------bis(2-Chloroethyl)Ether 95-57-8---------2-Chlorophenol 541-73-1--------1,3-Dichlorobenzene 106-46-7--------1,4-Dichlorobenzene 100-51-6--------Benzyl Alcohol 95-50-1---------1,2-Dichlorobenzene 95-48-7---------2-Methylphenol 39638-32-9------bis(2-Chloroisopropyl)Ether_ 106-44-5--------4-Methylphenol 621-64-7--------N-Nitroso-Di-n-Propylamine_ 67~72-1---------Hexachloroethane 98-95-3---------Nitrobenzene 78-59-1---------Isophorone 88-75-5---------2-Nitrophenol 105-67-9--------2,4-Dimethylphenol 65-85-o---------Benzoic Acid lll-91-1--------bis(2-Chloroethoxy)Methane_ 120-83-2--------2,4-Dichlorophenol 120-a2-1--------1,2,4-Trichlorobenzene 91-20-3---------Naphthalene 106-47-8--------4-Chloroaniline . 87-68-3---------Hexachlorobutadiene 59-50-7---------4-Chloro-3-Methylphenol 91-57-6---------2-Methylnaphthalene 77-47-4---------Hexachlorocyclopentadiene __ 88-06-2---------2,4,6-Trichlorophenol 95-95-4---------2,4,5-Trichlorophenol 91-58-7---------2-Chloronaphthalene 88-74-4---------2-Nitroaniline 131-11-3--------Dimethyl Phthalate 208-96-8--------Acenaphthylene 606-20-2--------2,6-Dinitrotoluene FORM I sv-1 __ :smlPC.c DATlr SUltltRRY Q 10 u 10 u 10 u 10 u· 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 50 u 10 u 10 u 10 0 10 u 10 u 10 u 10 u 10 u 10 u 10 u 50 u 10 u 50 u 10 u 10 u 10 u 1/87 Rev. 53' I I I I I I I I I I I I I I I I lC SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE NO. Lab Name: COMPUCHEM LABS Contract: /2-881-REVS SL-2RMS Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: 14 Matrix: (soil/water) WATER Lab sample ID: 292730 Sample wt/vol: 500 (g/mL) Ml.,__ Lab File ID: GJJ92730B04 Level: (low/med) LOW Date Received: 10/05/89 % Moisture: not dee. dee. Date Extracted: 10/10/89 Extraction: (SepF/Cont/Sonc) §.E.P.E Date Analyzed: 10/20/89 GPC Cleanup: (Y/N) Ji_ pH: Dilution Factor: 0.50 CAS NO. COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 99-09-2---------3-Nitroaniline 83-32-9---------Acenaphthene 51-28-5---------2,4-Dinitrophenol 100-02-7--------4-Nitrophenol 132-64-9--------Dibenzofuran 12~-14-2--------2,4-Dinitrotoluene 84-66-2---------Diethylphthalate 7005-72-3-------4-Chlorophenyl-phenylether_ 86-73-7---------Fluorene 100-01-6--------4-Nitroaniline 534-52-1--------4,6-Dinitro-2-Methylphenol_ 86-30-6---------N-Nitrosodiphenylamine (1)_ 101-55-3--------4-Bromophenyl-phenylether __ . 118-74-1--------Hexachlorobenzene 87-86-5---------Pentachlorophenol as-01-a---------Phenanthrene 120-12-1--------Anthracene 84-74-2---------Di-n-Butylphthalate 206-44-0--------Fluoranthene 129-oo-o--------Pyrene 85-68-7---------Butylbenzylphthalate 91-94-1---------3,3'-Dichlorobenzidine 56-55-3---~-----Benzo(a)Anthracene 218-01-9--------Chrysene 111-a1-1--------bis(2-Ethylhexyl)Phthalate_ 117-84-0--------Di-n-octyl Phthalate 205-99-2--------Benzo(b)Fluoranthene 207-08-9--------Benzo(k)Fluoranthene 50-32-8---------Benzo(a)Pyrene 193-39-5--------Indeno(l,2,3-cd)Pyrene 53-70-3---------Dibenzo(a,h)Anthracene 191-24-2--------Benzo(g,h,i)Perylene (1) -cannot be separated from Diphenylam1ne FORM I sv-2 ------~---------SaReu::8u:PLE f21ITl=r SUMMARY 50 u 10 u 50 u 50 u 10 u 10 u 10 u 10 u 10 u 50 u 50 u 10 u 10 u 10 u 50 u 10 u 10 u 10 u 10 u 10 u 10 u 20 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u Q . 1/87 Rev. 52 I I I I I I I I I I I I I I I I I I I 1B SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE NO. Lab Name: CQMPUCHEM LABS Contract: /2-88)-REVS SL-2RMSO Lab code: COMPU Case No.: 17902 SAS No.: SDG No.: 14 Matrix: (soil/water) WATER Lab Sample IO: 2927)1 Sample wt/vol: 500 (g/mL) IU...._ Lab File ID: GJJ927J1B04 Level: (low/med) LOW Date Received: 10iQ5/89 % Moisture: not dee. dee. Extraction: (SepF/Cont/Sonc) ~ Date Extracted: 10/10/89 Date Analyzed: 10/20/89 GPC Cleanup: (Y/N) li,_ pH: . . k~ D1.lut1.on Factor: ~ /.Q ,.,u½i' CAS NO. COMPOUND 108-95-2--------Phenol CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L lll-44-4--------bis(2-Chloroethyl)Ether 95-57-8---------2-Chlorophenol 541-7J-l--------l,J-Dichlorobenzene 106-46-7--------1,4-Dichlorobenzene 100-51-6--~-----Benzyl Alcohol 95-50-1---------1,2-oichlorobenzene 95-48-7---------2-Methylphenol J9638-32-9------bis(2-Chloroisopropyl)Ether_ 106-44-5--------4-Methylphenol 621-64-7--------N-Nitroso-oi-n-Propylamine_ 67-72-1---------Hexachloroethane 98-95-3---------Nitrobenzene 78-59-1---------Isophorone 88-75-5---------2-Nitrophenol 105-67-9--------2,4-Dimethylphenol 65-85-0---------Benzoic Acid lll-91-l--------bis(2-Chloroethoxy)Methane_ 120-83-2--------2,4-Dichlorophenol 120-s2-1--------1,2,4-Trichlorobenzene 91-20-3---------Naphthalene 106-47-8--------4-Chloroaniline 87-68-3---------Hexachlorobutadiene 59-50-7---------4-Chloro-3-Methylphenol 91-57-6---------2-Methylnaphthalene 77-47-4---------Hexachlorocyclopentadiene __ 88-06-2---------2,4,6-Trichlorophenol 95-95-4---------2,4,5-Trichlorophenol 91-58-7---------2-Chloronaphthalene 88-74-4---------2-Nitroaniline 131-11-3--------oimethyl Phthalate 208-96-8--------Acenaphthylene 606-20-2--------2,6-0initrotoluene FORM I sv-1 ----~---------S.u11Rti:8uc:PL£ DATA .. SUNNRRY Q 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 50 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 50 u 10 u 50 u 10 u 10 u 10 u l/87 Rev. 51 I I I I I I I I I I I I I I I I I I I lC SEMIVOLATILE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE NO. SL-2RMSD Lab Name: COMPUCHEM LABS Contract: (2-88)-REVS Lab code: COMPU Case No. : l 7902 SAS No.: SDG No.: 14 Matrix: (soil/water) WATER Lab Sample ID: 292731 Sample wt/vol: 500 (g/mL) Ml,_ Lab File ID: GJJ92731B04 Level: ( low/med) LOW Date Received: 101'.05£'.89 % Moisture: not dee. dee. Date Extracted: 101'.10£'.89 Extraction: (SepF/Cont/Sonc) gu Date Analyzed: GPC Cleanup: (Y/N) lL_ pH: Dilution. Factor: 10£'.20£'.89 v :&::r:59 I. 0 1<( ~/I .9 CAS NO. COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG£'.L 99-09-2---------3-Nitroaniline 83-32-9---------Acenaphthene ·s1-20-s---------2,4-Dinitrophenol 100-02-7--------4-Nitrophenol 132-64-9--------Dibenzofuran 121-14-2--------2,4-Dinitrotoluene 84-66-2---------Diethylphthalate 7005-72-3-------4-Chlorophenyl-phenylether_ 86-73-7---------Fluorene . 100-01-6--------4-Nitroaniline 534-52-1--------4,6-Dinitro-2-Methylphenol_ 86-30-6---------N-Nitrosodiphenylamine (1)_ 101-55-3--------4-Bromophenyl-phenylether __ 118-74-1--------Hexachlorobenzene 87-86-5---------Pentachlorophenol ss-01-s---------Phenanthrene 120-12-1--------Anthracene 8 _4-7 4-2---------Di-n-Butylphthalate 206-44-0--------Fluoranthene 129-oo-o--------Pyrene 85-68-7---------Butylbenzylphthalate 91-94-1---------3,3'-Dichlorobenzidine ,56-55-3---------Benzo(a)Anthracene 218-01-9--------Chrysene 117-Bl-7--------bis(2-Ethylhexyl)Phthalate_ 117-84-o--------Di-n-octyl Phthalate 205-99-2--------Benzo(b)Fluoranthene 207-08-9--------Benzo(k)Fluoranthene . 50-32-8---------Benzo(a)Pyrene 193-39-5--------Indeno(l,2,3-cd)Pyrene 53-70-3---------Dibenzo(a,h)Anthracene 191-24-2--------Benzo(g,h,i)Perylene (1) -cannot be separated from Diphenylamine FORM I sv-2 ----------~-~--S;aa;R~8u:PC£ DATR SUNNARY Q 50 u 10 u 50 u 50 u 10 u 10 u 10 u 10 u 10 u 50 u 50 u 10 u 10 u 10 u 50 u 10 u 10 u 10 u 10 u 10 u 10 u 20 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 10 u 1/87 Rev. S0 I I I I I I I I I I I I I I I I I lD PESTICIDE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE NO. FB-1 Lab Name: COMPUCHEM LABORATORIES Contract: 12-88)-REVS Lab Code: COMPU Case No.: 17902 SAS No.:. __ _ SDG No.: ..,_l;,..4 ____ _ Matrix: (soil/water) WATER Sample wt/vol: 1000 (g/mL) m.__ Lab Sample ID: £2L9~27~2~9"---~ Lab File ID: Level: ( low/med) LOW % Moisture: not dee. dee. Date Received: 10/06/89 Date Extracted: 10/10/89 Date Analyzed: 10/12/89 Extraction: (SepF/Cont/Sonc) SI.ff GPC Cleanup: (Y/N) Ji._ pH: CAS NO, COMPOUND Dilution Factor: 1.00 CONCENTRATION UNITS: . (ug/L or ug/Kg) UG/L 0 I 319-84-6--------alpha-BHC_________ 0.050 U I 319-85-7--------beta-BHC 0.050 U I 319-86-8--------delta-aH•~c---------o.oso u 1 SS-89-9---------gamma-BHC (Lindane)____ O.OSO U I 76-44-8---------Heptachlor_________ o.oso u I 309-00-2--------Aldrin.__________ O.OSO U I 1024-57-3-------Heptachlor epoxide_____ O.OSO U I 959-98-8----~---Endosulfan I-1-------O.OSO u I 60-57-1---------Dieldrin._________ 0,10 U I 72-SS-9---------4,4'-DDE_________ 0.10 U I 72-20-8---------Endrin._-'----------0. 10 U I 33213-6S-9-~----Endosulfan II._______ 0.10 U I 72-54-8----~----4,4'-DDD_________ 0.10 U I 1031-07-8-------Endosulfan sulfate_____ 0 .10 U • I 50-29-3---------4,4'-DDT~--------0.10 U I 72-43-5---------Methoxychlor________ a.so u 1 53494-70-S------Endrin ketone,_______ 0,10 U I 5103-71-9-------alpha-Chlordane______ a.so u I SlOJ-74-2-------gamma-Chlordane______ a.so u 1 8001-35-2-------Toxaphene_________ 1,0 U I 12674-11-2------Aroclor-1016________ a.so u 1 11104-28-2------Aroclor-1221________ a.so u I lll4l-l6-5------Aroclor-l232________ a.so U I 53469-21-9------Aroclor-1242________ a.so u I 12672-29-6------Aroclor-1248________ a.so u I 11097-69-1------Aroclor-1254________ l.O U I 11096-82-5------Aroclor-1260________ l,O U I ---------------------------__ I ___________ .;_, ____ POiul~fS'l'"·-----------~1~7y~7.-.~~e~v-.-- -------~------;::aSiaANPLE DR TR -SONNRRY 49 I I I I I I I I I I I I i I I I I I I I 10 EPA SAMPLE NO. PESTICIDE ORGANICS ANALYSIS DATA SHEET SL-2R Lab Name: COMPUCHEM LABORATORIES Contract: 12-88)-REVS Lab Code: COMPU Case No., 17902 SAS No.: SDG No. : .,.l.14 ____ _ Matrix: (soil/water) WATER Lab Sample ID: .,,2.,,.9..._2.,,.3.._l.._l __ _ Sample wt/vol: Lab File ID: Level: (low/med) % Moisture: not dee. 1000 (g/mL) !1k_ · LOW dee. Extraction: (SepF/Cont/Sonc) ~ Date Received: 10/05/89 Date Extracted: 10/10/89 Date Analyzed: 10/11/89 GPC Cleanup: (Y/N) H._ pH: Dilution Factor: l. 00 CAS NO, COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 319-84-6--------alpha-BHC ________ _ 319-85-7--------beta-BHC 319-86-8--------delta-BHC-=--------- 58-89-9---------gamma-BHC (Lindane) ___ _ 76-44-8---------Heptachlor ________ _ 309-00-2--------Aldrin.,.......-----,--.------1024-57-3-------Heptachlor epoxide ____ _ 959-98-8--------Endosulfan I _______ _ 60-57-l---------Dieldrin:---------72-55-9---------4,4'-DDE, ________ _ 72-20-8---------Endrin 33213-65-9------Endosu·~l~f-a_n_I~I=-------- 72-54-8---------4,4'-DDD ________ _ 1031-07-8-------Endosulfan sulfate ____ _ 50-29-3---------4,4'-DDT~--------72-43-5---------Methoxychlor _______ _ 53494-70-5------Endrin ketone ______ _ 5103-71-9-------alpha-Chlordane _____ _ 5103-74-2-------gamma-Chlordane _____ _ 8001-35-2-------Toxaphene 12674-ll-2------Aroclor-1~0~16-=-------- 11104-28-2------Aroclor-1221 11141-16-5------Aroclor-1232·--------, 53469-21-9------Aroclor-1242 I 12672-29-6------Aroclor-1248 I 11097-69-1------Aroclor-1254 I 11096-82-5------Aroclor-1260 I· I o.oso,u o.oso,u o.oso1u o.oso1u o.oso,u o.oso,u 0.050 U 0.050 U a .10 u 0 .10 U a .10 u a. 10 u 0.10 U 0.10 U a. 10 u 0.50 U 0.10 U a .so u a.so u 1.0 U a.so u a.so u 0. 50 U a.so u a.so u 1.0 U 1.0 U Q I I • I ----------------,------'--------- Potul 1 PEST 1/8/ kev. _ SllltPLc OATTf-5UNNRRY 48 I I I I I I I I I I I I I I I I I I I 10 EPA SAMPLE NO. PESTICIDE ORGANICS ANALYSIS DATA SHEET- TB-2 Lab Name: COMPUCHEM LABORATORIES Contract: 12-88)-REVS Lab Code: COMPU Case No.: 17902 SAS No.: SOG No.: .,.l"'-4 ____ _ Matrix: (soil/water) WATER Lab Sample IO: ~2L9L33~3~8.__ __ Lab File IO: Sample wt/vol: 1000 (g/mL) m.__ Level: (low/med) LOW % Moisture: not dee. Extraction: (SepF/Cont/Sonc) dee. Date Received: 10/05/89 Date Extracted: 10/10/89 Date Analyzed: 10/12/89 GPC Cleanup: (Y/N) H.._ pH: Dilution Factor: 1.00 CONCENTRATION UNITS: CAS NO. COMPOUND (ug/L or ug/Kg) UG/L Q I 319-84-6--------alpha-BHC_________ o.oso1u 319-85-7--------beta-BHC o.oso1u 319-86-8--------delta-BHC_________ o.oso1u 58-89-9---------gamma-BHC (Lindane)____ 0.0S0fU 76-44-8--------~Heptachlor________ o.oso1u 309-00-2--------Aldrin o.oso1u 1024-57-3-------Heptac-~h~lo_r_e_p_o_x~i~d~e-----o.oso1u 959-98-8--------Endosulfan I________ 0,050 U 60-57-1---------0ieldrin 0.10 U ·---------72-55-9---------4,4'-00E_________ 0.10 U 72-20-8---------Endrin 0.10 U 33213-65-9------Endosu-~l""'f_a_n_II_______ 0. 10 U 72-54-8---------4,4'-00D 0.10 U 1031-07-8-------Endoaulf_a_n_s_u~l~f~a-t_e_____ 0.10 U 50-29-3---~--~--4,4'-0DT_________ 0.10 U 72-43-5------L--Methoxychlor 0.50 U 53494-70-5---L--Endrin ketone________ o.io u 5103-71-9----L--alpha-Chlordane______ 0.50 U 5103-74-2----L--gamma-Chlordane ____ ....,...._ 0.50 U 8001-35-2----L--Toxaphene.,,..,.....--------1.0 U 12674-11-2--~L--Aroclor-1016________ 0.50 U 11104-28-2---L--Aroclor-1221________ 0.50 U 11141-16-5---L--Aroclor-1232________ 0.50 U 53469-21-9---L--Aroclor-1242________ 0.50 U 12672-29-6---+--Aroclor-1248_______ 0.50 U 11097-69-1---1--Aroclor-1254________ 1.0 U 11096-82-5---1--Aroclor-1260 _____________ 1_._o __ u __ ------------------,'7'\,Mf~!S"'T ___________ ...,.i'Tj'lf8'f'1~°Rev. 47 I I I I I I I I I I I I I I I I I I I 10 PESTICIDE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE NO. Lab Name: COMPUCHEM LABORATORIES Contract: 12-88)-REVS SL-2RMS Lab Code: COMPU Case No.: 17902 SAS No.: SDG No.: .._l.:i.4 ____ _ Matrix: (soil/water) WATER Sample wt/vol: 500 (g/mL) m.._ LOW Lab Samp_le ID: ,,_2.,_9.._2.,__7 3...,6,____ __ Lab File ID: Level: (low/med) % Moisture: not dee·. Extraction: (SepF/Cont/Sonc) dee. gu Date Received: 10/05/89 Date Extracted: 10(10/89 Date Analyzed: 10(11/89 GPC Cleanup: (Y/N) H__ pH: Dilution Factor: .Q-.¼Q J.O ,~11, CONCENTRATION UNITS: CAS NO. COMPOUND (ug/L or ug/Kg) UG/L Q J 319-84-6--------alpha-BHC 0.050JU 319-85-7--------beta-BHC 0.050JU 319-86-8--------delta-BHC 0.050JU 58-89-9---------gamma-BHC (Lindane) 0.050 u 76-44-8-----~---Heptachlor 0.050 U 309-00-2--------Aldrin 0.050 U 1024-57-3-------Heptachlor epoxide 0.050 u 959-98-8--------Endosulfan I 0.050 U 60-57-1---------Dieldrin 0.10 u 72-55-9---------4,4'-DDE 0.10 U 72-20-8---------Endrin 0.10 u 33213-65-9------Endosulfan II 0.10 u 72-54-8---------4,4'-DDD 0.10 U 1031-07-8-..;-----Endosulfan sulfate O. 10 U 50-29-3---------4,4'-DDT 0.10 U 72-43-5---------Methoxychlor 0.50 U 53494-70-5------Endrin ketone 0.10 U 5103-71-9-------alpha-Chlordane 0,50 U 5103-74-2-------gamma-Chlordane 0.50 U 8001-35-2-------Toxaphene 1.0 U 12674-11-2------Aroclor-1016 0.50 JU 11104-28-2------Aroclor-1221 0,50 JU I 11141-16-5------Aroclor-1232 0.50 1u I 53469-21-9------Aroclor-1242 0.50 IU I 12672-29-6------Aroclor-1248 0.50 JU •I 11097-69-1------Aroclor-1254 1.0 JU I 11096-82-5------Aroclor-1260 1.0 JU , __________________________ J __ ----------------p'10"11Mnl"'-,1Mprlf"'S"'f,----------~'""'1:i"Tt:J8-r!fev. -. -:.:.:.:.:.:.:.:.:.-:.:.-:.-::_-::_-::_-::_:,-::_-::_:,-::_-::_-::_-::_-:, ... 5~ .. .,.QU:it':'.:P ..... LE.._.--,.D"A..,.T..,.R.-,S...rUlt..,N....,A"'R,..,Yr:r-------.. 46 I I I I I I I I 1. I I I I !I I • lD PESTICIDE ORGANICS ANALYSIS DATA SHEET EPA SAMPLE NO. Lab Name: COMPUCHEM LABORATORIES Contract: 12-88)-REVS SL-2RMSD Lab Code: COMPO Case No.: 17902 SAS No.: SDG No.: _.l.;,.4 ____ _ Matrix:· (soil/water) WATER Sample wt/vol: 500 (g/mL) m._ Lab Sample ID: i2L9L27~3~7~-- Lab File ID: Level: (low/med) % Moisture: not dee. LOW dee. · Date Received: 10/05/89 Date Extracted: 10/10/89 Extraction: Date Analyzed: 10/11/89 GPC Cleanup: (SepF/Cont/Sonc) (Y/N) li_ pH: Dilution Factor: CAS NO. COMPOUND CONCENTRATION UNITS: (ug/L or ug/Kg) UG/L 319-84-6--------alpha-BHC ________ _ 319-85-7--------beta-BHC ________ _ 319-86-8--------delta-BHC 58-89-9---------gamma-BHC (Lindane) ___ _ 76-44-8------~--Heptachlor ________ _ 309-00-2--------Aldrin. _________ _ 1024-57-3-------Heptachlor epoxide ____ _ 959-98-8--------Endosulfan I _______ _ 60-57-1---------Dieldrin ________ _ 72-55-9---------4,4'-DDE ________ _ 72-20-8---------Endrin 33213-65-9------Endosu~l~f_a_n_I~I------- 72-54-8---------4,4'-DDD ________ _ 1031-07-8-------Endosulfan sulfate. ____ _ 50-29-3---------4,4'-DDT ___ ~----- 72-43-5---------Methoxychlor _______ _ 53494-70-5------Endrin ketone Sl03-71-9-------alpha~Chlorda_n_e _____ _ SlOJ-74-2-------gamma-Chlordane _____ _ 8001-35-2~------Toxaphene ________ _ 12674-11-2--~---Aroclor-1016 _______ _ 11104-28-2------Aroclor-1221 _______ _ 11141-16-5------Aroclor-1232 _______ _ S3469-21-9------Aroclor-1242 _______ _ 12672-29-6------Aroclor-1248, _______ _ 11097-69-l------Aroclor-12S4 ______ _ 11096-82-5------Aroclor-1260. _______ _ 0 o.oso u o.oso u o.oso u o.oso u o.oso u o.oso u o.oso u o.oso u 0.10 u 0.10 u 0.10 u 0.10 u 0.10 u 0.10 u 0.10 u o.so u 0.10 u a.so u a.so u 1.0 u a.so u a.so u a.so u a.so u a.so u 1.0 u 1.0 u I I ~ I I I I I I I I I I I I . ' -----------------.pno~RM11r-11~p¥£~ST.------------~i'Tll/8·7,:ev. ---~_;.,--------~SRNPLE DATR SONlfRRY 45" '