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Home My WebLink AboutWI0600047_Site Plans/Maps_20090813THIS MAP IS NOT A CERTIFIED SURVEY AND HAS NOT BEEN REVIEWED BY A LOCAL GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY APPLICABLE LAND DEVELOPMENT REGULATIONS. THIS PRODUCT IS FOR REFERENCE AND ILLUSTRATION PURPOSES ONLY AND IS ONLY AS ACCURATE AS THE SOURCE DATA FROM ...- WHICH IT WAS COMPILED i r... / • - LEGEND S SITE File: DRAWINGS/160502/ TOPO Project No. 160502 1000 2000Feet LILLINGTON QUADRANGLE NORTH CAROLINA-HARNETT COUNTY 7.5 MINUTE SERIES (TOPOGRAPHIC) CONTOUR INTERVAL = 10 FEET MAP DATED 1997 TOPOGRAPHIC MAP NCDOT PRIORITY SITE #32. LILLINGTON, HARNETT CO., NC DATE: 5/11/2017 FIGURE 1 THIS MAP IS NOT A CERTIFIED SURVEY AND HAS NOT BEEN . IOW" REVIEWED BY A LOCAL GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY APPLICABLE LAND DEVELOPMENT REGULATIONS.' "- THIS PRODUCT IS FOR REFERENCE AND ILLUSTRATION PURPOSES ONLYANDIT ONLY AS ACCURATE AS THE SOURCEDATAFROM VWMICH IT WAS COMPILED. "�`�� 32-MW102 MW25uF "�"" 4 32-M W9R 32-MW22 LEGEND t$ PROPOSED MONITORING WELL BUILDING $ MONITORING WELL PARCEL BOUNDARY ROAD File: DRAWINGS/160502/ SITEMAP Project No. 160502 SITE MAP SCALE IN FEET 0 80' NCDOT PRIORITY SITE #32, LILLINGTON, HARNETT CO., NC DATE: 1 /30/19 FIGURE 2 . IS MAP IS NOT CERTIFIED SURVEY AND IEWED BY A LOCAL GOVERNMENT AGENCY ANY APPLICABLE LAND DEVELOPMENT ♦ HAS NOT BEEN * FOR COMPLIANCE ' Ot REGULATIONS M W2 . �/� { ' •''`rj.� sf, ° _r , i ./ / % _.c cikilt 0. 1 . 32-MW13R Y . w.i ram. kit , G • THIS P • DUCT IS FOR REFERENCE AND ONLYA IS ONLY AS ACCURATE AS THE WHICH IT SCOMPPILED , ,E ' r 32-MW14 • ' u "`* I!'" ,)0 • s yP •'� • 32 MW12 Vl i413 � ILLUSTRATION PURPOSES / ., f SOURCE DATA FROM t 32-MW19 `, e .11"4114* Fe , 32-DW1 32-MW1 I' 32-M W20 4 M W24 '4 32-MW23 4' ' 4'32-MW17 f r 47' 32-M W: f . 32-M W7 r$' r Cat:"` • ` sk 32-M 21 Nk 32-MW1l, ' oY'32-MW9R wow `•r , �]` •4 , 32-22 .. ", - @ 2-MW15R r •�,5 ( " y 32- W16 ''4 \ M~ r'"4i", a ♦ / BUILDING SCALE IN FEET PARCEL BOUNDARY 0 80' LEGEND S MONITORING WELL -` ROAD File: DRAWINGS/160502/ SITEMAP SITE MAP DATE: 4/2/2018 Project No. 160502 NCDOT PRIORITY SITE #32, LILLINGTON, HARNETT CO., NC FIGURE 2 wash racks Ih is PP 32-MWI4 \ \ 0 \ \ `''a \ \ pep \ \ Transmission \ \ lines \ \ \ \ \ \ \ \ \ 32-MW12 32-MWI1 *BASEMAP AND MONITORING WELL LOCATIONS FROM CLP SERVICES, P.C., 2016 32-MW2 $ 32-MWI9 32-MWI +- 32-DWI 32-MW23 3-MW20 F3amer2-MW2ATL- 4 +32-MW17� cfe='rr 32 M6 �j N., 32—MW7 �t 32-MWB \ `p PP e + ` 32-MW2 \ C'on qs ,��` • ee �s bio 32-MW10 444. 32-MW25 32-MW22 32-MW9R \ \ Y \ \ 32-MW15R * 32-MWI6R + 32-MW13R Unnamed Stream LEGEND + TYPE II MONITORING WELL BUILDING — PROPERTY UNE File: J: \1600's\160502\FIG 3 TRANSMISSION LINE 0 50 11 100 SCALE IN FEET SITE FEATURES AND MONITORING WELL LOCATIONS GMA O/OONOWATIR MANAOIMINI A$SOCIAI1I. INC. Date: 9/5/18 Project No. 160502 Priority Site No. 32—Lillington, NC North Carolina Department of Transportation Figure 3 ELEVATION DATA UNITS ARE FEET ABOVE MEAN'SEA'LEVEL AND ARE REFERENCEDjTOpTHE, NORTH AMERICAN:DATUM (NAD)1983 LEGEND * SITE TOPOGRAPHIC CONTOUR LINE- 20 FOOT INTERVAL ELEVATION IN FEETAMS r Off' . V SCALE IN FEET 0 0.35 0.7 Miles 1111111111.11111111111111110111111110 I a I GMA File: DRAWINGS/160502/ DEM HARNETT COUNTY, NORTH CAROLINA DIGITAL ELEVATION MODEL DATE: 9/5/2018 Project No. 160502 NCDOT PRIORITY SITE No. 32, LILLINGTON, HARNETT CO., NC FIGURE 4 40- 32-M4 (201 24) - h ' • �10 . • PP • 32-MW12 (197.81) 32-MW11 197.86 199.05 = Elevation of groundwater Arrows indicate direction of groundwater flow. Contour interval = 1.0 feet (199.91) = Not used for contouring 32-MW2 201.40 200.48 32-MW1 (199.87 32-MW2 MW23+ 99.92 (198.24) 32-MW10 32-MW22 198.14 32-MW19 201.37 200.43) 32-DW1 32-MW20 200,46 �32-MW17 200.07 32-MW18 (199,91) 4 1,99.35) 32-MW`21� 193 N 2-MW25 198.29 \ 2-MW9R 198.07 32-MW15R 4 NS 32-MW16R + NS N N 0 32-MW13R 199.24 40 80 SCALE IN FEET LEGEND TYPE Il MONITORING WELL .- WATER SUPPLY WELL File: J: \1600's\160502\FIG 5 CURRENT ATL FORMER ATL BUILDING AST PROPERTY LINE TRANSMISSION LINE EQUIPOTENTIAL LINE CROSS SECTION TRACE A -A' AND EQUIPOTENTIAL MAP 3/28/18 GMA GROUNDWATER MANAGEMENT ASSOCIATES, INC. Date: 9/5/18 Project No. 160502 NCDOT Priority Site No. 32-Lillington, Harnett Co., NC Figure 5 k\1600'3\1605xx—ncdot projects\160502 site 32 Illlington\figures\masters\2018 report figures\fig 5_cross section trace and equipjlllington_160502 rnarch 2018.dwg 225— = A N N '�—�—.._-_ 3 CV N M �---_� _"' r A' 3 3 N CV CV I I M 1 M M M N) N N LAND SURFACE �, —225 — 200— 19i .50 _ 1 �_-__ N - M 7 1 M — —200 _ — - 201.37 Dense I 201.40 Silt I I 200.48J I200.46 200.07 / I I 198.07 197.86 _ r- 175— -Loose -Very — Silty y Fine I Sand I I - j - - - 199.35 - - - 198.2� — _ - _1 —175 Q - 1- r 150 — — • I Dense Silt p 0 N 200.43 199.91 0-) --- I I a) 00 of 197.8 — -- --- 198 29 HORIZONTAL 0 40 u SCALE 80 —150 — _ 125_ I SCALE IN FEET VERTICAL EXAGGERATION=4X 125 LEGEND 197.83 = Elevation of groundwater - - - - LITHOLOGIC CONTACT Arrows indicate direction of groundwater flow. MONITORING WELL - Isotropic conditions are assumed. — - EQUIPOTENTIAL LINE Equipotential Contour interval = 1.0 feet WATER TABLE GMA 199.91 Not used for contouring 9 GROUNDWATER MANAGEMENT ASSOCIATES, INC. File: J:1600'S\ 1 6502\FIG HYDROGEOLOGIC CROSS SECTION A -A' 3/28/18 Date: 9/5/18 Project No. 160502 NCDOT Priority Site No. 32—Lillington, Harnett Co., NC Figure 6 j: \1600's\1605xx—ncdot projects\160502 site 32 lillington\figures\masters\2018 report figures\fig 6_equip. cross section o—o'_160502_march 2018.dwg 32-MW2 <0.00258 32-MW19 <0.00258 + 32-MW14 32 W1 3<�.D0 / 258 0<0.00258 / Ni , ` \ \ 32-MW24 0• (<0.00258)/ 32-MW23 (<0.002581 32-MW12 <0.00258 32-MW11 <0.00258 MCL STANDARD OF 0.0722 pmol/L (7.0 pg/L) IS USED FOR CONTOURING IN PLACE OF THE 15A NCAC 2L STANDARD = 3.61 pmol/L (350 pg/L AS SHOWN ON TABLES 2 & 3) ALL CONCENTRATIONS IN MICROMOLES/Liter (imol/L) (1.55) = NOT USED FOR CONTOURING LEGEND TYPE 11 MONITORING WELL ♦ WATER SUPPLY WELL File: J: \1600's\160502\FIG X Project No. 160502 CURRENT ATL FORMER ATL BUILDING AST 32-MW7\ \(0.0248) \30. s s20 32-MW25 (0.00588) 32-MW9R (0.0309) 32-MW8 / .805 32-MW15R + NS 32-MW16R 4 0.0227 NS = NO SAMPLE — PROPERTY LINE TRANSMISSION LINE -- - — — — — PLUME IN pmol/L 1,1 DICHLOROETHENE CONCENTRATION MAP, 3/28/18 AT THE WATER TABLE NCDOT Priority Site No. 32-Lillington, Harnett Co., NC 32-MW13R <0.00258 SCALE IN FEET O111OUNOWATER MANAGE/MN, ASSOCIATES. CN<. Date: 9/5/18 Figure A 0) N r� o0 CiiA' 225— cv 3 3 —225 N M CV N I I I M M M _ __'`'�M M ,� ,�; M M LAND SURFACE = �`` N N 0.557 -`' 200— ' —200 <0.00258 1 i ' I �,__4_ I _ - _ • \ (0.0248) - \\ \ I (0.0309) _ <0.00258 ` \ 0.536 \\ 1 \ , f - Dense Silt • \ \ 0.836 \ \ \ \ \, _ _ <0.00258 - � 175— \ \ \\ — `\�= --1 \ / — r —1750 - Loose Silty \ 1 \\ \ 1 / Li,'- -Very Fine 1 1 \ \ 0.805 ) 0.423• , - _Sand \ \ \� .--o.i� / - <0.00258 \ \ 0.380\ -- — — — 0.5� 5/ <0.00258 _Dense Silt \• _ ooj22 - HORIZONTAL SCALE - 0.00588 - 0 40 80 125 1 `J I _125 SCALE IN FEET VERTICAL EXAGGERATION=4X LEGEND MCL STANDARD OF 0.0722 p mol/L (7.0 p g/L) IS USED MONITORING WELL WATER TABLE FOR CONTOURING IN PLACE OF THE 15A NCAC 2L STANDARD =3.61 pmol/L (350 pg/L AS SHOWN ON TABLES 2 & 3 IN pmol/L ALL CONCENTRATIONS IN MICROMOLES/Uter (Hmol/L) GAA — — — — — PLUME — — — — — — LITHOLOGIC CONTACT (1.55) = NOT USED FOR CONTOURING SCREEN 0.380 CONTAMINANT CONCENTRATION (p mol/L) OROYNDWATIR MANAGIMINT ASSOCiATII, INC. FileJ:1600'S\16502\FIG 8 1,1—DICHLOROETHENE DISTRIBUTION ALONG A —A' 3/28/18 Date: 9/5/18 Project No. 160502 NCDOT Priority Site No. 32—Lillington, Harnett Co., NC Figure 8 32-MW12 <0.00253 15A NCAC 2L STANDARD = 0.0606 pmol/L (6 jg/L) ALL CONCENTRATIONS IN MICROMOLES/Liter (mol/L) (0.0253) = NOT USED FOR CONTOURING LEGEND TYPE D MONITORING WELL ♦ WATER SUPPLY WELL File: J:\1600's\160502\FIG X Project No. 160502 32-MW10 0.0748 %///z,: CURRENT ATL FORMER ATL L _ BUILDING 32-MW25 (<0.00253) 32-MW15R + NS 32-MW16R + <0.00253 NS = NO SAMPLE — PROPERTY LINE TRANSMISSION LINE PLUME IN pmol/L 1,1—DICHLOROETHANE CONCENTRATION MAP 3/28/18 AT THE WATER TABLE NCDOT Priority Site No. 32—Lillington, Harnett Co., NC 32-MW13R <0.00253 0 40 80 I `J SCALE IN FEET OROUNOWATER MANAGEMENT ASSOCIATES. INC. Date: 9/5/18 Figure 9 225— _ A 1 C.4 ^c A I Cqo M m m 3" M CV cV N i I "' "' V CV "'__M MPo Pn In M M LAND SURFACE N —225 - I M I N M7 — - 200- -200 - - - 175- -Loose - _ 150- - Qense Very Fine Sand Dense .00253 <0.00253 (I <0.00253 I Silt II • Silty <0.00253 Silt 0.222 1_-_ 1 I \ 0.788 \\ 0.253 \\ \`�-----��-j• JJ I I 1 o I i I ` I I f 0.131 ` <0.00253 \\ ` ��_�•vN ____ — — — .-p.0606 — — 1) /fQQ748- / • // <0.00253 0.0253 _ _�r — — — - - - - . - - - - - _ HORIZONTAL SCALE 0 40 II <0.00253 <0.00253 80 - - _ -175 Q H -LU ui - -- 150 - - 125_ 1 I SCALE IN FEET VERTICAL EXAGGERATION=4X _125 LEGEND 15A NCAC 2L STANDARD = 0.0606 I.Enol/L (6 pg/L) - ALL CONCENTRATIONS IN MICROMOLES/Uter (pmol/L) WATER TABLE MONITORING WELL — Gh1A6 I _ PLUME IN pmol/L — — — — — — LITHOLOGIC CONTACT SCREEN 0.253 CONTAMINANT CONCENTRATION GROUNOWAnRMANAaEMENl ASSOCIATIMINC. File: J:1600'S\16502\FIG 10 1,1—DICHLOROETHANE DISTRIBUTION ALONG A —A' 3/28/18 Date: 9/5/18 Project No. 160502 NCDOT Priority Site No. 32—Lillington, Harnett Co., NC Figure 10 32-MW2 <0.004 32-MW19 <0.004 /<0.004 \` \ 32-MW1 <0.004 32-MW246 <0.004+, PP 32-MW2341/,` <0.004 V 32-MW12 <0.004 32-MW11 <0.004 15A NCAC 2L STANDARD = 0.00048 imol/L (0.03 pg/L) ALL CONCENTRATIONS IN MICROMOLES/Liter (I nol/L) LEGEND TYPE II MONITORING WELL 4- WATER SUPPLY WELL File: J: \1600's\160502\FIG 11 Project No. 160502 32-MW1 D <0.004 32-DW1 <0.004 32-MW2$ <0. 4 �32 1 0.012525 2-MW18 0.0352 32-MW7 4,32-MW8 <0.004 <0.004 32 W21 <0.004 6 <0.004 32-MW22 -2-MW9R <0.004 <0.004 32-MW15R -*- NS 32-MW16R 3 <0.004 NS = NO SAMPLE — PROPERTY LINE - --- - TRANSMISSION LINE — — PLUME IN Nmol/L VINYL CHLORIDE CONCENTRATION MAP, 3/28/18 AT THE WATER TABLE NCDOT Priority Site No. 32-Lillington, Harnett Co., NC 0.00048 32-MW13R <0.004 SCALE IN FEET OROUNOWAT1I MANAGE/MN/ ASSOCIATES, INC. Date: 9/5/18 Figure 11 225— A ('N N ") N "' N N K' K' "' 0 r` o0 3 N I I I I M M= M M M M M LAND SURFACE —225 _ - - ii -_ M M - 200— <0.004 —200 - _ - 175— -Loose _ 150— -, - Dense Very Fine Sand . Dense <0.004 <0.004 , <0.004 Silt Silty <0.004 - -----? -� Silt 14 I I I �\ • 0.012 /� —/— M 0 10.0352 --t? `_� i 1 --./—) 1 i • �-- \ <0.004 ---------- -w <0.004 \ \ • \ / • Ni ) 00 _O ?— <0.004 7 <0.004 — _ _ <0.004 ? —?---- ---- ---- HORIZONTAL 0 40 I. <0.004 --175Q <0.004 - SCALE 80 - _ Ul —``_ - — 150 - - - - 125— 1 I SCALE IN FEET VERTICAL EXAGGERATION=4X 125 LEGEND - 15A NCAC 2L STANDARD = 0.00048 I.mol/L (0.03 pg/L) I WATER TABLE AU. CONCENTRATIONS IN micromoles/Liter Wmol/L) MONITORING WELL PLUME IN limo)/L — — — — — — LITHOLOGIC CONTACT SCREEN 0.0125 CONTAMINANT CONCENTRATION GMA OROUNOWAT*R MANAORMRNT ASSOCIATES, INC. File: J:1600'S\16502\FIG 12 VINYL CHLORIDE DISTRIBUTION ALONG A —A' 3/28/18 Date: 9/5/18 Project No. 160502 NCDOT Priority Site No. 32—Lillington, Harnett Co., NC Figure 12 32-MW14 0 \ PP 32-MW2 <0.00253 <0.00253W1 32-MW24 ' / <0.0025341 • 32-MW7 <0.0Q253 r /r 32-MW1 D <0.00253 32-MW22 0.0098 32-MW12 <0.00253 32-MWI1 <0.00253 15A NCAC 2L STANDARD = 0.00404 umol/L (0.4 ug/L) ALL CONCENTRATIONS IN MICROMOLES/Liter (umol/L) (<0.00253) NOT USED FOR CONTOURING 32-MWI9 <0.00253 <0.00253 32-DW1 0.008 32-MW17 0.00829 �i <0.902%3) 2 .0253 <0.00253 � 2-MW25 <0.00253 -. 32-MW13R 2-1AW9R <0.00253 <0.00253 32-MW15R NS 32-MW16R + <0.00253 LEGEND TYPE II MONITORING WELL ♦ WATER SUPPLY WELL CURRENT ATL FORMER ATL BUILDING AST NS = NO SAMPLE PROPERTY LINE TRANSMISSION LINE - — PLUME umol/L File: J: \1600's\160502\FIG 13 1,1,2-TRICHLOROETHANE CONCENTRATION MAP 3/28/18 AT WATER TABLE 0 40 80 I uu SCALE IN FEET GMA GROUNDWATER MANAGEMENT ASSOCIAEES, INC. Date: 9/5/18 Project No. 160502 NCDOT Priority Site No. 32-Lillington, Harnett Co., NC Figure 13 225 _ A �" cv re) 0 r, co A' csa CI r0 o 3 CV CV N I 1 I I M = m "' '`' M M M M M M M LAND SURFACE �, 7 25 = M CV CV— 0.00829 200— —__NY y t —200 -<:0.00253 - - 175— -Loose -Very 150— - - <0.00253 Dense Fine Sand 9 Dense <0.00253 Silt <0.00253_,o Silty _ _ _ — _ <0.00253 Silt i o to \ \ r / / � I I 11 ` oa <0.00253 <0.00253 <0.00253 <0.00253 <0.00253 _ - - — 5.. - HORIZONTAL SCALE 0 40 1 I <0.00253 <OA0253 80 - - — - J 0 —175 Q - w — - —150 - - - 125 —I l SCALE IN FEET VERTICAL EXAGGERATION=4X _125 LEGEND - 15A NCAC 2L STANDARD 0.00404 I = pmol/L (0.4 pg/L WATER TABLE ALL CONCENTRATIONS IN mlcromoles/Liter (}mol/L) MONITORING WELL — — — — — — PLUME IN 1mol/L — — — — — - LITHOLOGIC CONTACT SCREEN 0.00829 CONTAMINENT CONCENTRATION GMA 6 O*OUNOWAURMANAWMINTAI$OAAUI, INC. File: J:1600'S\16502\FIG 14 1,1,2—TRICHLOROETHANE DISTRIBUTION ALONG A —A' 3/28/18 Date: 9/5/18 Project No. 160502 NCDOT Priority Site No. 32—Lillington, Harnett Co., NC Figure 14 32-MW14 32-MW12 <0.00253 32-MW11 <0.00253 15A NCAC 2L STANDARD = 0.00404 Nmol/L (0.4 pg/L) ALL CONCENTRATIONS IN MICROMOLES/Liter (imol/L) LEGEND TYPE II MONITORING WELL ♦ WATER SUPPLY WELL File: J: \1600's\160502\FIG 15 Project No. 160502 32-MW2 <0.00253 32-MW1 <0.00253 32-MW24 <0.00253+ 32-MW234 •{ <0.00253 32-MW7 <0.00253 32-MW10 <0.00253 32-MW22 0.0121 CURRENT ATL FORMER ATL BUILDING AST 32-MW19 <0.00253 32-MW25 <0.00253 2-MW9R <0.00253 32-MW15R *- NS 32-MW16R + <0.00253 NS = NO SAMPLE — PROPERTY LINE TRANSMISSION LINE — PLUME IN imol/L 1,2 DICHLOROETHANE CONCENTRATION MAP, 3/28/18 AT THE WATER TABLE NCDOT Priority Site No. 32—Lillington, Harnett Co., NC SCALE IN FEET GROUNDWATIR MANAGIMINT ASSOCIATES. .NC. Date: 9/5/18 Figure 15 225— A M A' M - m m m m m 3 1 CV rCV )N 1 I I 1 ---___"' "' "' M M PO N CV CV LAND SURFACE N M M re, —225 _ — — — I _ M M CV M — r T 200— — - — - -Loose - 150— _ — Dense Very Fine Sand — Dense <0.00253 <0.00253 f <0.00253 <0.00253 Silt Silty — — — — — <0.00253 — ? Silt 0.00627 I— — — I I I ` ` ?`0.00404 I I I \ 0.0101 <0.00253 — — — — — — <0.00253 \ % � � — — — —. — — ...__ 7 — <0.00253 <0.00253 — — — — 2— — — — — — — — HORIZONTAL SCALE 0 40 1 I <0.00253 <0.00253 80 I —200 - — — — _1 — —150 — — 125 —I <0.00253 SCALE IN FEET VERTICAL EXAGGERATION=4X _125 LEGEND 15A NCAC 2L STANDARD = 7.22E-2 ymol/L (0.4 pg/L) V WATER TABLE ALL CONCENTRATIONS IN micromoles/Liter (jmol/L) GhlA I— MONITORING WELL - - - - - PLUME IN imol/L — — — — — LITHOLOGIC CONTACT SCREEN 0.00404 CONTAMINANT CONCENTRATION ( mol/L) -"� GRouwuwenwMANAGEMENT Assocuni,INC. File: J:1600'S\16502\FIG 16 1,2—DICHLOROETHANE DISTRIBUTION ALONG A —A' 3/28/18 Date: 9/5I18 Project No. 160502 NCDOT Priority Site No. 32—Lillington, Harnett Co., NC Figure 16 32-MW14 PP 32-MW2 32-MW22 32-MW26�+32-MW26D 32-MW12 32-MW11 199 = Elevation of groundwater Arrows indicate direction of groundwater flow. Contour interval = 1.0 feet 32-MW15R 32-MW16R + 0 PROPOSED TESTING AREA \ 32-MW13R N % 79 N 9 �9,A0, LEGEND — "�' fjjj� CURRENT ATL 4 TYPE II MONITORING WELL :; FORMER ATL + WATER SUPPLY WELL PROPOSED MONITORING WELL AST BUILDING — PROPERTY LINE TRANSMISSION LINE EQUIPOTENT1AL LINE File: J: \1600's\160502\FIG 17 Project No. 160502 Proposed Bioremediation Test Area NCDOT Priority Site No. 32—Lillington, Harnett Co., NC 0 40 80 I 1J SCALE IN FEET GMA A GROUNDWATER MANAGEMENT ASSOCIATES, INC. Date: 10/17/18 Figure 17 i\1600's\1605xx—ncdot projects\160502 site 32 lillington\figures\mosters\2018 report figures\fig 17 proposed bioremediation test areolillington_160502.dwg 32-MW19 32-MW14 32-MW16R 32-MW11 199 = Elevation of groundwater ( f ° 40 80 Arrows indicate direction of groundwater flow. Contour interval --5/1.0 feet SCALE IN FEET LEGEND TYPE II MONITORING WELL WATER SUPPLY WELL File: J: \1600's\160502\FIG 17 Project No. 160502 CURRENT ATL FORMER ATL BUILDING — PROPERTY LINE TRANSMISSION LINE EQUIPOTENT1AL LINE Proposed Bioremediation Test Area NCDOT Priority Site No. 32—Lillington, Harnett Co., NC OROUNDWAT! MANAGEMENT ASSOCIATES, INC. Date: 1Q/17/18 Figure 17' j:\1600's\1605xx—ncdot projects\160502 site 32 Ililington\figures\masters\2018 report figures\fig 17 proposed bioremediation test areaJillington_160502.dwg