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Home My WebLink AboutWI0800037_Site Plans/Maps_20030924MIDWAY PARK (LCH) lot.; f 4 t 1 ji CAMP 411," MILITAR OU #2 OU #1 CAMP LEJEUNE BOUNDARY IVA.K,JAMt/ takff CLEVC10 2/SrrE IM/ea TECH tvALuATION /.WO FL 21114170 VICINITY MAP P LEJEUNE BOUNDARY CAMP LEJEUNE MIUTARY RESERVATION J.EBEE12 86 DENOTES RI SITE 88 • (NOT TO SCALE) DENOTES OPERABLE UNIT #16 (NOT TO SCALE) DENOTES PRE —RI SITE (NW To SCALE) FIGURE 2-1 OPERABLE UNIT AND SITE LOCATION MAP OPERABLE UNIT No. 20 - SITE 86 PILOT STUDY WORK PLAN MARINE CORPS BASE, CAMP LEJEUNE NORTH CAROLINA CH2MHILL d Current Site 86 Figure 2-2 Site Plan Operable Unit No. 20 - Site 86 Pilot Study Work Plan Marine Corps Base, Camp Lejeune North Carolina CH2M HILL AS211 AS212 AS215 �� AS216 TA AS414 AS416 AS515 CD 0 200 i oc SITE 86 —81=GW171W 86-GW i I 86 86-GW1 86- 0 .W - 03 667:war AS541 86'i 86-GW2411�}1 A5il B6-GWR7 86-GW2 IW 4 EL1COPTER WASH PAD T —86=G 301W n 100 200 Cat. fig i inch = 200 it 6--W1-6DW 121W AS510 W19DW W101W 86-GWWI5DW 86-GWWWI 51W AS502 86-GW21 IW SA.S322 AS320 AS424 86- 86-GW231W 86-GWW221W i A5504 LEGEND $ - SHALLOW MONITORING WELL (RI - 1995) $ - INTERMEDIATE MONITORING WELL (UST PROGRAM) • - INTERMEDIATE MONITORING WELL (RI - 1995) INTERMEDIATE MONITORING WELL (POST RI - 1997) INTERMEDIATE MONITORING WELL (AMENDED RI - 2002) J - DEEP MONITORING WELL (RI - 1995) GW32 ■ $ $ DEEP DEEP DEEP -GW33IW 6- W33DW DRAINAGE DITCH MONITORING WELL (POST RI - 1995) MONITORING WELL (POST RI - 1997) MONITORING WELL (AMENDED RI - 2002) A' "l 86-GW34IW 1 FIGURE 2-3 REVISED CROSS SECTION A -A' OPERABLE UNIT No. 20 SITE 86 PILOT STUDY WORK PLAN MARINE CORPS BASE, CAMP LEJEUNE NORTH CAROLINA P:/PROJ/EBT/NAW CLEAN/CTO 253/SITE 86/86 TECH EVALUATION /CARD FILES SOURCE: Amended Remedial InvesUgaUon, Operable Unit No. 20, Site 86 — Tank Area AS419 — AS421, BAKER ENVIRONMENTAL, Inc. May, 2000. CH2MHILL 20 - 0 — 20- — 60 - — 80- -100 - A SOUTHWEST 86-GW08IW 86-GW17DW SAND, SOME SILT 86-GW16DW CLAY, SOME SILT 86-GW29IW 86-GW31 IW FINE SAND AND SIL , SOME CLAY FINE TO COARSE SAND TRACE TO SOME SILT AND CLAY • =-12.48' SHELL AND FOSSIL FRAGMENTS FINE SAND, TRACE SILT SHELL AND FOSSIL FRAGMENTS FINE TO MEDIUM SAND, SOME CLAY 1 CLAY, TRACE SILT B.T. =-90.54' FINE SAND SHELL FRAGMENTS B.T. =-45.03' B.T. =-77.99' 200 0 100 200 400 Horizontal Scale: 1 inch = 200 ft. 20 0 10 20 I I I 40 Vertical Scale: 1 inch = 20 ft. 86-GW32IW FINE TO MEDIUM SAID, TRACE SILT FINE TO MEDIUM STAND SOME SILT B.T. =-40.47' THE SOIL BORING INFORMATION IS CONSIDERED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT THE RESPECTIVE BORING LOCATIONS. SUBSURFACE CONDITIONS INTERPOLATED BETWEEN BORINGS ARE ESTIMATED BASED ON ACCEPTED SOIL ENGINEERING PRINCIPLES AND GEOLOGIC JUDGEMENT. B.T. =-44.77' LEGEND WELL SCREEN ESTIMATED CONTACT INTERPOLATED CONTACT B.T. BORING TERMINATION (ELEVATION) 86-GW33DW 86-GW34IW CLAY, TRACE SILT SOME SAND FINE SAND, LITTLE TO SOME SILT, TRACE TO LITTLE CLAY CLAY, SOME SHELL FRAGMENTS FINE SAND, SOME CLAY AND SHELL FRAGMENTS FINE SAND, SOME SILT AND CLAY, TRACE SHELL FRAGMENTS H B.T. =-77.18' 20 L. B.T. =-32.81' 0 10 NORTHEAST 20 it inch = 20 ft. - 20 - 0 - —20 - —60 - —80 - —100 Figure 2-4 REVISED CROSS,SECTION A -A' OPERABLE UNIT No. 20 - SITE 86 PILOT STUDY WORK PLAN MARINE CORPS BASE, CAMP LEJEUNE NORTH CAROLINA P:/PROJ/EBT/NAVY CLEAN/CTO 253/SITE 86/86 TECH EVALUATION /CADD FILES SOURCE: Amended Remedial Investigation, Operable Unit No. 20, Site 86 — Tank Area AS419 — AS421, BAKER ENVIRONMENTAL, Inc. May, 2000. 2191413D CH2MHILL c� AS215 n � AS414 AS416 O 0 AS515 SITE 86 AS541 r 4k i S O IS40 8603 — S NS 200 M 10 1 inch = 200 ft. �f = AS23 AS238 2 � 1526 l 6 AS51 I 5 NI I I 115 4 SA$322 I L. AS320 so. ale AS424 2L Standard AS504 1S12 D • 86-IS11 i 86-IS16 NS • �`�---'. 86-IS07 • 86-I508 ND • NS 86-IS09 NS •NS • 86-IS14 86-IS10 • • NS gt., NO 86-IS06 ND 6-IS13 N86-IS 19 r INS At. 425 S33 • 4:10 A`. 0.8 LEGEND • - AUGUST 2001 GROUNDWATER SAMPLING LOCATION SAMPLING LOCATION AND GROUNDWATER • - JANUARY 2002 GROUNDWATER SAMPLING LOCATION ND - COMPOUND NOT DETECTED NS - INTERVAL NOT SAMPLED • ND 86-IS18 • NS DRAINAGE DITCH 86-IS15 • NS NS • 86-IS17 ?1,000 ugiL • 500 ugiL • 400 ug/L • 3D0 ilg/L s?- 200uc'L 105] uO/L ON 50 ug/L C 25 ug/L MI 1 D LIg/L FIGURE 2-5 EXTENT OF TCE ABOVE THE 2L STANDARD (30 TO 34 FEET BGS) OPERABLE UNIT No. 20 - SITE 86 PILOT STUDY WORK PLAN MARINE CORPS BASE, CAMP LEJEUNE NORTH CAROLINA P:/PROJ/EBT/NAVY CLAN/CTO 253/SITE 86/86 TECH EVALUATION /CADD FILES SOURCE: Amended Remedial Investigation, Operable Unit No. 20, Site 86 — Tank Area AS419 — AS421, BAKER ENVIRONMENTAL, Inc. Moy, 2000. 21014020 CH2MHILL AS414 L�1 AS416 AS515 38 D 37 0 D SITE 86 f -_$6102. NS 86-{S03 NNDDD 200 100 200 1 inch = 200 ft. Ari OO 1540 NS IS25.- 1512 ND 416-IS11 • 13$-S 16 1 8 1'SI77 • 86-IS08 NS • —1514 • N '86 06 6-15 t§ • NS 1533 Q � A0 ATE28 •E6-i: 3 2L Standard LEGEND * — AUGUST 2001 GROUNDWATER SAMPLING LOCATION - SUBSURFACE SOIL AND GROUNDWATER SAMPLING LOCATION ▪ - JANUARY 2002 GROUNDWATER SAMPLING LOCATION ND - COMPOUND NOT DETECTED NS - INTERVAL NOT SAMPLED 86-IS14 'k NS 86-IS13 *NS 86-1S18 NS DRAINAGE DITCH ss-IS15 • ND NS • 86-IS17 ?1,400 ug?L ■ 50,0. ucg/L • 400 ug/L � 800 ug+L • 200 u g+L 100 ug/L r 50 ug/L 25 ug?L • 10 ue/L 2191406D FIGURE 2-7 EXTENT OF TCE ABOVE THE DETECTION LIMIT (50 TO 54 FEET BGS) OPERABLE UNIT No. 20 — SITE 86 PILOT STUDY WORK PLAN MARINE CORPS BASE, CAMP LEJEUNE NORTH CAROLINA P:/PROJ/EBT/NAVY CLEAN/CT0 253/SITE 86/86 TECH EVALUATION /CADD FILES SOURCE: Amended Remedial Investigation, Operable Unit No. 20, Site 88 — Tank Area AS419 — AS421, BAKER ENVIRONMENTAL, Inc. May, 2000. CH2MHILL AS214 �_- —AS215 AS414 AS515 IS37 O ND 200 1 h 1 inch = 200 ft. SITE 86 AS541 8 86-03 100 200 A503 AS236 / % / —1S.11 - / -i 01-"" OO 1540 NS UPGRADIENT PLUME AS504 �3q�91 2L Standard AS3J?8 LEGEND • - AUGUST 2001 GROUNDWATER SAMPLING LOCATION - SUBSURFACE SOIL AND GROUNDWATER SAMPLING LOCATION OO - JANUARY 2002 GROUNDWATER SAMPLING LOCATION ND - COMPOUND NOT DETECTED NS - INTERVAL NOT SAMPLED r 86-1,5,J 8 , ` 2 2 DRAINAGE DITCH ti SITE 86 PLUME ND 86-I517 �1.000 ug!L 500 ug/L In 400 ug/L MI 300 ue'L 200 ug'L 100 ugiL • 5,01.40.4. 25 ucg/L I♦ 10 vg?L FIGURE 2-8 HORIZONTAL WELL TARGET AREA TCE PLUME (40 TO 44 FEET BGS) OPERABLE UNIT No. 20 - SITE 86 PILOT STUDY WORK PLAN MARINE CORPS BASE, CAMP LEJEUNE NORTH CAROLINA P:/PROJ/EBT/NAVY CLEAN/CTO 253/SITE 86/86 TECH EVALUATION /CADD FlLES SOURCE: Amended Remedial Investigation, Operable Unit No. 20, Site 86 — Tank Area AS419 — AS421, BAKER ENVIRONMENTAL, Inc. May, 2000. CH2MHILL 20 — 40 — 60 LEGEND m 86—GW37IWA — 86—GW37IWB — • 86—GW02 - - ND — IS3 • ND SITE 86 1 86—GW13 86—GW 141W 6T,W IOW 8B 86—GW171W 86 GW07,. 86—GW11 86—GW17DW 1:-=} 86— 86— W01*€ 86—G 02IW ' ''� 86—GW1 86-6661. 03 86-d"WQ61W 86 ` W161W' ____86—GW1-6 W121W 6- W20 W 6— W19DW f10Iw 6—GW15DW 86—GW15IW 86—GW38IWA 86—GW371WB 86—GW321W 86—GW281Wj 86—GW36IWA .';86—GW351WA--I 86-GW3itiwo-_ _. 1631 zrf 86-G+v _ f 86-`-GW3SIWBv l.. OA 1 /3t�` i i :V`j 86—A8428-0006,. 86—GW23IW 86—GW39IWA 86—GW38IWB 86—G.W37IWA 86GW361WB 86-1 PILOT TEST TRAILER 86—GW33IW 86—GW33DW 86—GW39IWB 86—IS15 86—GW341W40. 86 1517 :s. 7 86-1841166-GW1.i1A . E2e 68-129 88- 8-GW31DW 1535 86.1819 6-.809 88-1811/la'8-GW380W B�1515 $GIS1% . Ail . O 0 0 N 0 V O O a+0 o C 0 O N 0 1..- O t+D O DO O O N D cV CV NEW PILOT TEST MONITORING WELL LOCATION (SHALLOW) NEW PILOT TEST MONITORING WELL LOCATION (DEEP) EXISTING MONITORING WELL JANUARY 2002 GROUNDWATER SAMPLING LOCATION COMPOUND NOT DETECTED • NS — AUGUST 2001 GROUNDWATER SAMPLING LOCATION — SUBSURFACE SOIL AND GROUNDWATER SAMPLING LOCATION — INTERVAL NOT SAMPLED SI — TCE IMPACTS IN GROUNDWATER GREATER THAN 200 UG/L — 277' ENTRY/EXIT RISER PIPE LENGTH ommmr — 400' SCREEN LENGTH 20 0 20 40 60 200 0 100 inch = 200 ft.' Horizontal 2191403D 7.00 20 9 10 20 1 inch = 20 1t. Vertical ELEVATION (FEET, MSL) FIGURE 3-1 OPERABLE UNIT No. 20 - SITE 86 PILOT STUDY WORKPLAN MARINE CORPS BASE, CAMP LEJEUNE NORTH CAROLINA P:/PROJ/EBT/NAVY CLEAN/CTO 253/SITE 86/86 TECH EVALUATION /CADD FILES SOURCE: Amended Remedial Investigation, Operable Unit No. 20, Site 86 — Tank Area AS419 — AS421, BAKER ENVIRONMENTAL. Inc. May, 2000. CH2MHILL i 4' L❑CKING PLUG (INSPECTION/ CLEANING PORT) 12" SQUARE FLUSH MOUNTED STEEL ACCESS VAULT (TYP) 4' SCR 11 HDPE RISER (TYP) ATL/PROJECTS/CHARLOTTE/CAMP LEJEUNE/SITE86/WORKPLAN GROUND SURFACE CEMENT GROUT NATURAL COLLAPSE MATERIAL IN ANNULAR SPACE NOT TO SCALE FROM SPARGE SYSTEM 7 1/2" 4" SDR 11 BORE HOLE CUSTOM SLOTTED PIPE (N❑N-UNIF❑RM SLOT SPACING/SIZE) Figure 3-2 CONCEPTUAL HORIZONAL WELL CONSTRUCTION DETAIL PILOT STUDY WORK PLAN OPERABLE UNIT NO. 20—SITE 86 MARINE CORPS BASE, CAMP LEJEUNE CH21VIHILL 1 2 3 4 5 6 MAIN j DISCONNECT (230V/3 PH) AMBIENT AIR AMBIENT AIRr_ir> PLC SHUTDOWN IAF-100 I AIR FILTER I M- 100-1 I SILENCER 4- 1 AUTO -J PSV 100 SILENCER �TI 1 PI 100 BLEED VALVE ON AMBIENT AIR r OXYGEN GENERATOR COOLING FAN—�� FAIL SHUTDOWN TO AMBIENT AIR EXHAUST � —COOLING FAN 1117 OZONE GENERATOR TO AMBIENT AIR EXHAUST OZONE CONCENTRATION MEASUREMENT 1 OT � 200 REMOTE MOUNTED LEAK DETECTOR ALARM 1 BOOSTER PUMP IM-202I J 4 PIT 201 PI 202 TO HORIZONTAL WELL Figure 3-3 DSGN M. STRONG DR R. MCCLINTOCK CRK M. STRONG APVD C BOZZINI NO. DATE REVISION BY APVD CH2MHILL PILOT STUDY WORK PLAN OPERABLE UNIT NO. 20 — SITE 86 MARINE CORPS BASE, CAMP LEJEUNE PROCESS INSTRUMENTATION AND CONTROLS OZONE SPARGE SYSTEM NO. FIGURE 3-3 DATE JULY2003 PROJ NO. 174057.TW.WP.86 E072003015ATL 1 Navy 100.ai EBL\NAVY CLEAN\CLEAN 21CTO 253\SITE 86186 TS WORK PLAN\CADD FILES PID.pdf 16-JULY-2003