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y�GHWq�O APPROXIMATE LOCATION OF EXISTING (SAPROLITE OR
�O 23 w SHALLOW BEDROCK) GROUNDWATER MONITORING WELL
pR�NCETON D O APPROXIMATE LOCATION OF EXISTING (TYPE III -BEDROCK)
RISE Ly) GROUNDWATER MONITORING WELL
RESIDENTIAL
Q Q RECOVERY WELL OR INJECTION WELL
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J
--- BELOW GROUND STREAM SHOWING FLOW DIRECTION
�•-•• ->— ABOVE GROUND STREAM SHOWING FLOW DIRECTION
- - PROPERTY LINE
2140.83 WATER LEVEL IN FEET ABOVE MEAN SEA LEVEL
GROUNDWATER ELEVATION IN WELL MW-14- IS TYPICALLY ARTESIAN
AND REPRESENTS THE POTENTIOMETRIC SURFACE OF THE DEEPER
ROCK AQUIFER AND WAS NOT CONSIDERED FOR CONTOURING PURPOSES.
NP NOT PRESENT
- NP-A NOT PRESENT. WELL HAS BEEN ABANDONED.
1475 cr
Q� LO+•.� MW-19 WAS NOT PRESENT IN OCTOBER 2003 AND WAS PRESUMED TO
�•.`. NP-D BE DESTROYED BY GRADING PERFORMED BY THE CITY OF ASHEVILLE.
'w MW-25 WAS NOT PRESENT IN OCTOBER 2003 AND WAS PRESUMED TO
P1,11#11lRi+ BE DESTROYED BY GRADING PERFORMED BY MILKO, INC.
NM NOT MEASURED
NOTES:
1. THE GROUNDWATER PUMP AND TREAT SYSTEMS HAD BEEN
REMOVED AND WERE NOT IN OPERATION AT THE TIME WATER <
APPROXIMATE DIRECTION OF GROUNDWATER FLOW
LEVEL MEASUREMENTS WERE TAKEN. GROUNDWATER WAS NOT
BEING PUMPED FROM RW-1 THROUGH RW-7 WHILE— APPROXIMATE LOCATION OF SANITARY SEWER MANHOLE WITH SEWER LINE
MEASUREMENTS WERE COLLECTED.-
2. ** SKY LANES BOWLING CENTER
NCDEH - PUBLIC WATER SYSTEM ID #10-11-025 2120 EQUIPOTENTIAL CONTOUR LINE
WELL NAME: WELL #1
REFERENCE: ORTHOPHOTO MAP OF BUNCOMBE COUNTY, N.C. PREPARED BY L. ROBERT KIMBALL & ASSOCIATES, EBENSBURG, PENNSYLVANIA AS OF 5-19-2009, MR. MARC FOWLER OF BUNCOMBE COUNTY HAS STATED
FROM PHOTOGRAPHY DATED MARCH-APRIL 1985 IN ACCORDANCE WITH NATIONAL MAP ACCURACY STANDARDS. "...THE ESTABLISHMENT HAS BEEN RESTORED TO CITY WATER." 200 100 0 200 400
APPROXIMATE SCALE IN FEET
REVISIONS DRAWN: ACE DATE:
08-27-18 BUNNELL FIGURE NO.
CHECKED: CAD FILE:
No. DESCRIPTION BY GROUNDWATER ELEVATION CONTOUR MAP - SEPTEMBER 18, 2017
It
' IM
M LAMMt7NS ANDREX INDUSTRIES
AwA FIG 1 PERMIT 1022-50GWM DEAVENGtNEERiN6
APPROVED: JOB NO: 6004 Ponders Court, Greenville, SC 29615 MALE, NORVIEWTH
ROAD
ASHEVILLE, NORTH CAROLINA
J18-1022-50 Phone: [phone] For. [phone]

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PROPOSED INJECTION WELL (IW-4 THROUGH IW-12)
( /" V • PROPOSED MONITORING WELL (MW-3R, MW-8R, AND MW-25R)
N ORj� APPROXIMATE LOCATION OF EXISTING (SAPROLITE OR SHALLOW
RESIDENTIAL NOTES: BEDROCK) GROUNDWATER MONITORING WELL
1. LABORATORY ANALYSIS BY EPA METHOD 8260B.
INC 2. WELLS AND SURFACE WATER WAS SAMPLED ON SEPTEMBER 18-20, 2017. Q APPROXIMATE LOCATION OF EXISTING (TYPE III —BEDROCK)
3. CONCENTRATIONS OF CHLOROFORM INTERMITTENTLY DETECTED IN MW-20, MW-21 AND GROUNDWATER MONITORING WELL
MW-26 ARE PROBABLY RELATED TO LEAKING WATER SUPPLY LINES IN CLOSE PROXIMITY TO IIHE WELLS. 0RECOVERY WELL OR INJECTION WELL
4. SAMPLES FROM STREAMS DESIGNATED AS FOLLOWS: APPROXIMATE LOCATION OF SURFACE WATER SAMPLES (SEE NOTE 4)
- SM = SMITH MILL CREEK TRIBUTARY v (WATER SAMPLES COLLECTED 9-20-17).
CS = CECICS SPRING
BC = BEAR CREEK
JW = FORMER JEHOVAH WITNESS PROPERTY O WATER SUPPLY WELL
5. NP = NOT PRESENT, WELL WAS NOT PRESENT AT TIME OF SAMPLING.
162 CONCENTRATION OF TOTAL DETECTED CHLORINATED VOLATILE ORGANIC
6. ** SKY LANES BOWLING CENTER COMPOUNDS IN PARTS PER BILLION (ppb).
NCDEH — PUBLIC WATER SYSTEM ID #10-11-025
��iu��+►+eti� WELL NAME: WELL #1
HCAj� �''�r AS OF 5-19-2009, MR. MARC FOWLER OF BUNCOMBE COUNTY HAS STATED —> BELOW GROUND STREAM SHOWING FLOW DIRECTION
N3 ",`'.,� "...THE ESTABLISHMENT HAS BEEN RESTORED TO CITY WATER."
= — ABOVE GROUND STREAM SHOWING FLOW DIRECTION
7. * THE WELLS MAY INTERCEPT FRACTURE SETS OR MAY BE SCREENED AT
ELEVATIONS AT WHICH GROUNDWATER CONTAMINANT CONCENTRATIONS ARE
1475 — — PROPERTY LINE
INCONSISTENT WITH THE ESTABLISHED PLUME. THE VALUES WERE IGNORED FOR
QCLQ��g;"Q`� CONTOURING PURPOSES.
P.`R 8. THE FORMER WATER SUPPLY WELL ON THE CRYDERMAN PROPERTY APPEARED = =—tIl� APPROXIMATE LOCATION OF SANITARY SEWER MANHOLE WITH SEWER LINE
r`��rtrlr�/•ttF4�;s�`TO BE ABANDONED AND COULD NOT BE SAMPLED AS OF OCTOBER 2005. 100
TOTAL CHLORINATED CONCENTRATION CONTOUR IN PARTS PER BILLION
9. MW-19 WAS NOT PRESENT IN OCTOBER 2003 AND WAS PRESUMED TO BE
DESTROYED BY GRADING PERFORMED BY THE CITY OF ASHEVILLE. MW-25 WAS — — ND — —"— ESTIMATED LIMIT OF VOC'S
NOT PRESENT IN OCTOBER 2003 AND WAS PRESUMED TO BE DESTROYED BY
GRADING PERFORMED BY MILKO, INC. n VERY LOW CONCENTRATION AS THE RESULT OF GROUNDWATER
REFERENCE: ORTHOPHOTO MAP OF BUNCOMBE COUNTY, N.C. PREPARED BY L. ROBERT KIMBALL & ASSOCIATES, EBENSBURG, PENNSYLVANIA 200 100 0 200 400 10. RECOVERY WELLS WERE NOT OPERATIONAL AT THE TIME OF SAMPLING. / REMEDIATION. IGNORED FOR CONTOURING PURPOSES.
FROM PHOTOGRAPHY DATED MARCH—APRIL 1985 IN ACCORDANCE WITH NATIONAL MAP ACCURACY STANDARDS.
APPROXIMATE SCALE IN FEET 11. AB = WELL ABANDONED IN 2008 PER APPROVED BROWNFIELD REDEVELOPMENT PLAN. INJECTION ZONE
REVISIONS
No. DESCRIPTION BY
INJECTION WELL PLAN FOR 2018 UIC PERMIT RENEWAL WITH CONTOUR MAP OF TOTAL CHLORINATED VOC ISOCONCENTRATIONS - SEPTEMBER 18-20, 2017 FIGURE NO.
GROUNDWATER AND SURFACE WATER
ANDREX INDUSTRIES
ASHEVILLE, NORTH CAROLINA 2

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RESIDENTIAL A + + SATTERFlELD-/ CRYDERMAN SM D
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BC-5 /•.••�'' �o�° �. N � RESIDENTIAL �
ND /•• PA Ar U£ RESIDENTIAL LEGEND
MIDQLEMONT k UE US H� PROPOSED INJECTION WELL (IW-4 THROUGH IW-12)
vJ
,�,• PROPOSED MONITORING WELL (MW-3R, MW-8R, AND MW-25R)
APPROXIMBEDROCK)ATE LOCATION OF EXISTING GROUNDWATER MONITORING (SOUTE OR SHALLOW
NOTES:
WELL
RESIDENTIAL 1. LABORATORY ANALYSIS BY EPA METHOD 8260B.
2. WELLS AND SURFACE WATER WAS SAMPLED ON SEPTEMBER 18-20, 2017. 0 APPROXIMATE LOCATION OF EXISTING (TYPE III -BEDROCK)
GROUNDWATER MONITORING WELL
c� 3. CONCENTRATIONS OF CHLOROFORM INTERMITTENTLY DETECTED IN MW-20, MW-21 AND
MW-26 ARE PROBABLY RELATED TO LEAKING WATER SUPPLY LINES IN CLOSE 0 RECOVERY WELL OR INJECTION WELL
PROXIMITY TO THE WELLS.
4. SAMPLES FROM STREAMS DESIGNATED AS FOLLOWS: APPROXIMATE LOCATION OF SURFACE WATER SAMPLES (SEE NOTE 4)
SM = SMITH MILL CREEK TRIBUTARY (WATER SAMPLES COLLECTED 9-20-17).
__ ---- - --- -- -- -- - --_ __ ----- -- ---------- ,
CS = CEgLS SPRING
- BC = BEAR CREEK
JW = FORMER JEHOVAH WITNESS PROPERTY O WATER SUPPLY WELL
5. NP = NOT PRESENT, WELL WAS NOT PRESENT AT TIME OF SAMPLING.
162 CONCENTRATION OF TOTAL DETECTED CHLORINATED VOLATILE ORGANIC
6. ** SKY LANES BOWLING CENTER COMPOUNDS IN PARTS PER BILLION (ppb).
NCDEH - PUBLIC WATER SYSTEM ID #10-11-025
WELL NAME: WELL #1 BELOW GROUND STREAM SHOWING FLOW DIRECTION
CAR AS OF 5-19-2009, MR. MARC FOWLER OF BUNCOMBE COUNTY HAS STATED -
.``"...THE ESTABLISHMENT HAS BEEN RESTORED TO CITY WATER."
w tti`� J�? �'�'• �— ABOVE GROUND STREAM SHOWING FLOW DIRECTION
7. * THE WELLS MAY INTERCEPT FRACTURE SETS OR MAY BE SCREENED AT
1475 cc ELEVATIONS AT WHICH GROUNDWATER CONTAMINANT CONCENTRATIONS ARE PROPERTY LINE "
INCONSISTENT WITH THE ESTABLISHED PLUME. THE VALUES WERE IGNORED FOR r
CONTOURING PURPOSES. j
OLO`�.l�c4,' _ _-� APPROXIMATE LOCATION OF SANITARY SEINER MANHOLE WITH SEWER LINE
rare ��+,,�� 8. THE FORMER WATER SUPPLY WELL ON THE CRYDERMAN PROPERTY APPEARED
' jW.zi!►�t�,, ' TO BE ABANDONED AND COULD NOT BE SAMPLED AS OF OCTOBER 2005. 100 TO'TAL�CHLORINATED CONCEN ON CONTOUR IN PARTS PER BILLION
9. MW-19 WAS NOT PRESENT IN OCTOBER 2003 AND WAS PRESUMED TO BE --ND-- ESTIMATED UMIT\OF V S
DESTROYED BY GRADING PERFORMED BY THE CITY OF ASHEVILLE. MW-25 WAS
NOT PRESENT IN OCTOBER 2003 AND WAS PRESUMED TO BE DESTROYED BY _
GRADING PERFORMED BY MILKO, INC. / VERY LOW CENTRAi-O"S THE RESULT OF GROUNDWATER
REM
REFERENCE: ORTHOPHOTO MAP OF BUNCOMBE COUNTY, N.C. PREPARED BY L. ROBERT KIMBALL & ASSOCIATES, EBENSBURG, PENNSYLVANIA 200 100 0 200 400
10. RECOVERY WELLS WERE NOT OPERATIONAL AT THE TIME OF SAMPLING. O I--,' N. IGNORED FOR C9EITOURING PURPOSES.
FROM PHOTOGRAPHY DATED MARCH-APRIL 1985 IN ACCORDANCE WITH NATIONAL MAP ACCURACY STANDARDS. 11. AB = WELL ABANDONED IN 2008 PER APPROVED BROWNFIELD REDEVELOPMENT PLAN. JECTION ZONE
APPROXIMATE SCALE IN FEET
REVISIONS DRAWN: DATE: >'✓
08-27-18 it IACEBUNNELL INJECTION WELL PLAN FOR 2018 UIC PERMIT RENEWAL WITH CONTOUR MAP OF TOTAL CHLORINATED VOC ISOCONCENTRATIONS - SEPTEMBER 18-20, 2017 \ FIGURE NO.
No. DESCRIPTION BY N LAMMONS
CHECKED: AWA CAD FILE: M ,i♦ N ENhINEERING GROUNDWATER AND SURFACE;�NATER
FIG 2 PERMIT 1022-50 INJECT PLAN ANDREX INDUSTRIES 2
APPROVED: JOB NO: 6004 Ponders Court, Greenville, SC 29615 ASHEVILLE, NORTH,-CAROLINA
J18-1022-50 Phone: (864] 288-1265 Fax: [phone]

2245
2235
2225
2215
2205
2195
2185
J
(/)
2175
~ 2165
l�
2155
2145 -
W
_I
W 2135
2125
2115
2105
2095
2085
2075
2065
2055
2225
2215
2205
2195
2185
2175
2165 -
2155
J
C/) 2145 -
2135
LL.
Z 2125 -
O
~ 2115
Q
W
J 2105 -
W
2095
2085
2075
2065
2055
2045
2035
2025
MW
I AB
SOUT
0
JTIAL
ILS
RTY
20
0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800
DISTANCE, FT.
GEOLOGIC PROFILE A -A'
— uu krn
2245
2235
2225
2215
2205
2195
2185
J
C/�
2175
2165 ~
L-
2155 Z
_O
f-
2145
W
J
2135 W
2125
2115
2105
2095
2085
2075
2065
2055
LEGEND
APPROXIMATE POTENTIOMETRIC SURFACE ON 9-18-2017
GROUND SURFACE
APPROXIMATE LOCATION OF BEDROCK ENCOUNTERED IN BORINGS
GROUNDWATER FLOW DIRECTION
0 76 SCREENED OR OPEN BEDROCK INTERVAL WITH CONCENTRATION OF TOTAL CHLORINATED
VOLATILE ORGANICS IN ug/I ON 9/18-16/2017
AB WELL WAS ABANDONED
_f3 VERTICAL EXAGGERATION = 1OX
N
SCALE I Ind
200 Feet
INJECTION ZONE
NOTE:
INJECTION WELLS IW-5,IW-7 AND IW-11 ARE PROPOSED FOR FUTURE INSTALLATION. ACTUAL CONSTRUCTION TO
BE DETERMINED IN THE FIELD.
2225
2215
- 2205
2195
- 2185
2175
2165
2155
J
2145 ( -)
2135
W
2125 z
_O
2115 ~
Q
W
2105 —�
W
2095
2085
2075
2065
2055
2045
2035
2025
CAR' N '
tea J���"s
1475 ¢ =
z -p
Ai
If"Ifn�����+''
A'
0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 2800 3000 3200 3400 3600 3800
PROFILE LOCATION PLAN
DISTANCE FT.
GEOLOGIC PROFILE 13-13
REVISIONS DRAWN: DATE: 08-27-18BUNNELL FIGURE NO.
ACE it
' IMM
HYDROGEOLOGIC PROFILES OF THE AFFECTED AREA FOR HE 2017 IERNo. DESCRIPTION BY LAMMONSCHECKED: AD FILE:ANDREX INDUSTRIES
AWA FIG 3 PERMIT 1022-50 PROFILE � ENGINEERING
APPROVED: JOB NO: 5004 Ponders Court, Greenville, SC 29615 ASHEVILLE,ERVIEW NOR HROAD CAROLINA 3
J18-1022-50 Phone: [phone] Fox: [phone]

RESIDENTIAL
RESIDENTIAL
BEAR CREEK ROAD
RESIDENTIAL
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RESIDENTIAL
REFERENCE: ORTHOPHOTO MAP OF BUNCOMBE COUNTY, N.C. PREPARED BY L. ROBERT KIMBALL & ASSOCIATES, EBENSBURG, PENNSYLVANIA
FROM PHOTOGRAPHY DATED MARCH-APRIL 1985 IN ACCORDANCE WITH NATIONAL MAP ACCURACY STANDARDS.
NOTES:
1. THE GROUNDWATER PUMP AND TREAT SYSTEMS HAD BEEN
REMOVED AND WERE NOT IN OPERATION AT THE TIME WATER
LEVEL MEASUREMENTS WERE TAKEN. GROUNDWATER WAS NOT
BEING PUMPED FROM RW-1 THROUGH RW-7 WHILE
MEASUREMENTS WERE COLLECTED.
2. ** SKY LANES BOWLING CENTER
NCDEH - PUBLIC WATER SYSTEM ID #10-11-025
WELL NAME: WELL #1
AS OF 5-19-2009, MR. MARC FOWLER OF BUNCOMBE COUNTY HAS STATED
"...THE ESTABLISHMENT HAS BEEN RESTORED TO CITY WATER."
RESIDENTIAL
low-
tttttuu�tteri���,lip
�.•`' CAR
ENS
1475 ¢ c
w
#I,r1t"t'`'
LEGEND
APPROXIMATE LOCATION OF EXISTING (SAPROLITE OR
SHALLOW BEDROCK) GROUNDWATER MONITORING WELL ••�.
O APPROXIMATE LOCATION OF EXISTING (TYPE III -BEDROCK) •'\
GROUNDWATER MONITORING WELL
RECOVERY WELL
WATER SUPPLY WELL
BELOW GROUND STREAM SHOWING FLOW DIRECTION
�' — • • �— ABOVE GROUND STREAM SHOWING FLOW DIRECTION
- - PROPERTY LINE
2118.33 WATER LEVEL IN FEET ABOVE MEAN SEA LEVEL
* GROUNDWATER ELEVATION IN WELL MW-14 IS TYPICALLY ARTESIAN
AND REPRESENTS THE POTENTIOMETRIC SURFACE OF THE DEEPER
ROCK AQUIFER AND WAS NOT CONSIDERED FOR CONTOURING PURPOSES.
NP-A NOT PRESENT. WELL HAS BEEN ABANDONED.
NP-D MW-19 WAS NOT PRESENT IN OCTOBER 2003 AND WAS PRESUMED TO
BE DESTROYED BY GRADING PERFORMED BY THE CITY OF ASHEVILLE.
MW-25 WAS NOT PRESENT IN OCTOBER 2003 AND WAS PRESUMED TO
BE DESTROYED BY GRADING PERFORMED BY MILKO, INC.
APPROXIMATE DIRECTION OF GROUNDWATER FLOW
APPROXIMATE LOCATION OF SANITARY SEWER MANHOLE WITH SEWER LINE
2120 EQUIPOTENTIAL CONTOUR LINE
200 100 0 200 400
APPROXIMATE SCALE IN FEET
REVISIONS DRAWN: ACE DATE. 07-25-13 GROUNDWATER ELEVATION CONTOUR MAP — SEPTEMBER 10, 2012 FIGURE NO.
No. DESCRIPTION BY «������ ��E�©' W. ANDREX INDUSTRIES
CHECKED: AWA CAD FILE: 6004 PONDERS COURT
ANDREX35—WTM091012F1 GREENVILLE, SOUTH CAROLINA 29615 DEAVERVIEW ROAD
APPROVED: JOB No: J12-1022-35 1 13 L 16 INc. PHONE: [phone] FAX: [phone] ASHEVILLE, NORTH CAROLINA

0000,
.000
// ��` •1
� / MW-26
CS ` H® — — — — — �
.�..�� 2.8
RESIDENTIAL �
6.3 FO�FR CECIL'S EEGE
1
r _.........
.._�S-, 1
23 1
rp S®
O �
` "' S CORP. '� r � \ HAYi _
MILKC I HAYNES CORP.
MW-24 IW-11
o 486 AB 2\ •�' /
�^ RW-1,461
3
MW-12 - - MW-1, / I�
--SIDE AL 60115 5,867 AB �•
IW-12
R MW-6* IW—
MW— MW-25 598 - � 11N-4 MW-7 �.._
CEP NP RW-1 \ ` 175 ------
17,091 IW-3 -
W-44
MILKCO, O I w-3 H Y(,IES CORP.
AB
Q) INC. 0105000 "'0 �Q J
- O 5 IW-
c� MW-4 � 1
RW B2 AB t�O
Mw-aR Mw 6 s M AB 8 %�
RESIDENTIAL
S I - �. - -- -- —
�O R—4 IW-6 M ABA Iw-10 _ - - - _—� — S D 1
PERFECTION GEAR, C. AB
A 1 o
M J
i )USTRIES, I SM-2
IW-7 RW-5 m 0.88 J �
`' m
\\ 58 � - -- -- _ ' --
MW-10 �IW— — _ _ � MW-17:
29 IW-91 I _ �G 22
MALVERN HILLS F' K T--•BC-3 -
i ./ 13 J
ND-. ►
.•—�..• vi �•' I TENNIS I ND
COURTSRUM
/••/•. ` BOUGH PLACLu
E ---
w ui
BC-5 /•'�• �•.�•' ,off F�. --- —_ z
0.51 /•' a
o ¢
Q
cn
REFERENCE: ORTHOPHOTO MAP OF BUNCOMBE COUNTY, N.C. PREPARED BY L. ROBERT KIMBALL & ASSOCIATES, EBENSBURG, PENNSYLVANIA
FROM PHOTOGRAPHY DATED MARCH-APRIL 1985IN ACCORDANCE WITH NATIONAL MAP ACCURACY STANDARDS.
RESIDENTIAL
A
RESIDENTIAL
III
ICE
ORE_ **
MW-13 - - - --- - ----
1,388 9000 -
SILVERS 504
PROPERTY M 14* , ' Si
1,490
BC_1 PROPERTY
41 1 1 Q: -
M -
�m / RESIDENTIAL
I � FREE
RESIDENTIAL
I
am
MW-1 ROY D. FARMER BARK I SM-3 RASH ROAD -
2,191 I I - -- MW-21
I 0.66 (CHLOROFORM ONLY)
-RW
675 MW-22
VIP, ND
- - 33 FORMER JEHOVA4 \
WITNESS PROPERTY\ \BIESTERFEDLT
.\PERTY
sou SM-4
NP 2.6 •�
10 go SM-5 �., ,
p FORMER �,2.0 �..�
SATTERFIELD j
WATER WELLCRYDERMAN
ti PROPERTY _ HOUSE- PROPERTY
a ANDLu
-- _
RESIDENTIAL
s EA/ f AVFn�
pgrToN �0�_/ / RESIDENTIAL
200 100 0 200 400
APPROXIMATE SCALE IN FEET
147
A.�tl
lc
Lt?■����=.'tt�?�`
T'�+r�ttutt'
NOTES:
1. LABORATORY ANALYSIS BY EPA METHOD 8260.
2. WELLS AND SURFACE WATER WAS SAMPLED ON SEPTEMBER 10-13, 2012.
3. CONCFNfRATIONS DETECTED IN MW-21 ARE PRIMARILY CHLOROFORM,
PROBAI:I Y RELATED TO LEAKING WATER SUPPLY LINES IN CLOSE
PROXIMI i Y TO THE WELLS.
4. SAMPLE`; FROM STREAMS DESIGNATED AS FOLLOWS:
SM = SMITH MILL CREEK TRIBUTARY
CS = CECIL'S SPRING
BC = BEAR CREEK
JW = FORMER JEHOVAH WITNESS PROPERTY
5. NP = NOT PRESENT, WELL WAS NOT PRESENT AT TIME OF SAMPLING.
6. ** SKY LANES BOWLING CENTER
NCDEH - PUBLIC WATER SYSTEM ID #10-11-025
WELL NAME: WELL #1
AS OF 5-19-2009, MR. MARC FOWLER OF BUNCOMBE COUNTY HAS STATED
"...THE ESTABLISHMENT HAS BEEN RESTORED TO CITY WATER.'
7. * THE WELLS MAY INTERCEPT FRACTURE SETS OR MAY BE SCREENED AT
ELEVATIONS AT WHICH GROUNDWATER CONTAMINANT CONCENTRATIONS ARE
INCONSISTENT WITH THE ESTABLISHED PLUME. THE VALUES WERE IGNORED FOR
CONTOURING PURPOSES.
8. THE FORMER WATER SUPPLY WELL ON THE CRYDERMAN PROPERTY APPEARED
TO BE ABANDONED AND COULD NOT BE SAMPLED AS OF OCTOBER 2005.
9. MW-19 WAS NOT PRESENT IN OCTOBER 2003 AND WAS PRESUMED TO BE
DESTROYED BY GRADING PERFORMED BY THE CITY OF ASHEVILLE. MW-25 WAS
NOT PRESENT IN OCTOBER 2003 AND WAS PRESUMED TO BE DESTROYED BY
GRADING PERFORMED BY MILKO, INC.
10. RECOVERY WELLS WERE NOT OPERATIONAL AT THE TIME OF SAMPLING.
11. AB = WELL ABANDONED IN 2008 PER APPROVED BROWNFIELD REDEVELOPMENT PLAN.
PROPOSED INJECTION WELL (IW-1 THROUGH IW-12)
PROPOSED MONITORING WELL (MW-3R, MW-8R, MW-25R AND MW-44)
APPROXIMATE LOCATION OF EXISTING (SAPROLITE OR SHALLOW
BEDROCK) GROUNDWATER MONITORING WELL
INJECTION ZONE
O APPROXIMATE LOCATION OF EXISTING (TYPE III -BEDROCK)
GROUNDWATER MONITORING WELL
O RECOVERY WELL
- APPROXIMATE LOCATION OF SURFACE WATER SAMPLES (SEE NOTE 4)
(WATER SAMPLES COLLECTED 9-13-12).
O WATER SUPPLY WELL
162 CONCENTRATION OF TOTAL DETECTED CHLORINATED VOLATILE ORGANIC
COMPOUNDS IN PARTS PER BILLION (ppb).
-�f�->-- BELOW GROUND STREAM SHOWING FLOW DIRECTION
o • • — ABOVE GROUND STREAM SHOWING FLOW DIRECTION
PROPERTY LINE
- APPROXIMATE LOCATION OF SANITARY SEWER MANHOLE WITH SEWER LINE
100 TOTAL CHLORINATED CONCENTRATION CONTOUR IN PARTS PER BILLION
--ND-- ESTIMATED LIMIT OF VOC'S
REVISIONS DRAWN: DATE: 11-19-13 FIGURE NO.
No. DESCRIPTION BY ACE BUNNELL-CANNONS EN�INEERINO, INC. PROPOSED INJECTION WELL PLAN
CHECKED. AWA CAD FILE: 6004 PONDERS COURT WITH CONTOUR MAP OF TOTAL CHLORINATED VOLATILE ORGANIC COMPOUND ISOCONCENTRATIONS - SEPTEMBER 10-13, 2012
ANDREX35-INJECTPLAN GREENMLLE, SOUTH CAROLINA 29615 ANDREX INDUSTRIES
APPROVED: L -------------------------- i IJOB NO: INC. PHONE: [phone] FAX: [phone] ASHEV1LLE, NORTH CAROLING 2
J12-1022-35

_ 0001, MW-26
CS-2
RESIDENTIAL O 28 �♦ 6.3 EO ER CECIL'S LEGS
♦ \ •'��CS-1
_ 23
� •� M 9616�M8915 o
♦� MW-18 so
4.3 rOo m
HAYIES CORP.
RESIDENTIAL ��� \ _ _ J� •MILKC�'t" \
RESIDENTIAL
BEAR CREEK ROAD
RESIDENTIAL
� MALVERN HILLS =
0.51 le•'
9
I-CtJIUt1\4 IIHL
H� NES CORP.
sQ
- / TTDALE DRIVE
i
HAYNES C(,RP. ..
LL•
I
r'
,1
RESIDENTIAL
� -- -- — -- _ SM-1
Ii ND
SM-2
Q88 ff 2.
MW-17
• ` 22
SM-3 --
D.ss MW-21
0.66 (CHLOROFORM ONLY)
....... --�MW-22
JW-1 •� ND
33 FORMER JET. . -..�
WITNESS PROPER �, _ _ =' ERFEDLT
OPERTY
°�rH M-4•♦�
NOTES:
1. LABORATORY ANALYSIS BY EPA METHOD 8260.
2. WELLS AND SURFACE WATER WAS SAMPLED ON SEPTEMBER 10-13, 2012.
3. CONCENTRATIONS DETECTED IN MW-21 ARE PRIMARILY CHLOROFORM,
PROBABLY RELATED TO LEAKING WATER SUPPLY LINES IN CLOSE
PROXIMITY TO THE WELLS.
4. SAMPLES FROM STREAMS DESIGNATED AS FOLLOWS:
SM = SMITH MILL CREEK TRIBUTARY
CS = CECIL'S SPRING
BC = BEAR CREEK
JW = FORMER JEHOVAH WITNESS PROPERTY
5. NP = NOT PRESENT, WELL WAS NOT PRESENT AT TIME OF SAMPLING.
6. ** SKY LANES BOWLING CENTER
NCDEH - PUBLIC WATER SYSTEM ID #10-11-025
WELL NAME: WELL #1
AS OF 5-19-2009, MR. MARC FOWLER OF BUNCOMBE COUNTY HAS STATED
"...THE ESTABLISHMENT HAS BEEN RESTORED TO CITY WATER.'
7. * THE WELLS MAY INTERCEPT FRACTURE SETS OR MAY BE SCREENED AT
ELEVATIONS AT WHICH GROUNDWATER CONTAMINANT CONCENTRATIONS ARE
INCONSISTENT WITH THE ESTABLISHED PLUME. THE VALUES WERE IGNORED FOR
CONTOURING PURPOSES.
8. THE FORMER WATER SUPPLY WELL ON THE CRYDERMAN PROPERTY APPEARED
TO BE ABANDONED AND COULD NOT BE SAMPLED AS OF OCTOBER 2005.
9. MW-19 WAS NOT PRESENT IN OCTOBER 2003 AND WAS PRESUMED TO BE
DESTROYED BY GRADING PERFORMED BY THE CITY OF ASHEVILLE. MW-25 WAS
NOT PRESENT IN OCTOBER 2003 AND WAS PRESUMED TO BE DESTROYED BY
GRADING PERFORMED BY MILKO, INC.
10. RECOVERY WELLS WERE NOT OPERATIONAL AT THE TIME OF SAMPLING.
REFERENCE: ORTHOPHOTO MAP OF BUNCOMBE COUNTY, N.C. PREPARED BY L. ROBERT KIMBALL & ASSOCIATES, EBENSBURG, PENNSYLVANIA 200 tao 0 200 400
FROM PHOTOGRAPHY DATED MARCH-APRIL 1985 IN ACCORDANCE WITH NATIONAL MAP ACCURACY STANDARDS. APPROXIMATE SCALE IN FEET 11. AB = WELL ABANDONED IN 2008 PER APPROVED BROWWNFIELD REDEVELOPMENT PLAN.
DESCRIPTION
PROPOSED INJECTION WELL (IW-1 THROUGH IW-12)
PROPOSED MONITORING WELL (MW-3R, MW-8R, MW-25R AND MW-44)
APPROXIMATE LOCATION OF EXISTING (SAPROLITE OR SHALLOW
BEDROCK) GROUNDWATER MONITORING WELL
Q APPROXIMATE LOCATION OF EXISTING (TYPE III -BEDROCK)
GROUNDWATER MONITORING WELL
O RECOVERY WELL
s APPROXIMATE LOCATION OF SURFACE WATER SAMPLES (SEE NOTE 4)
(WATER SAMPLES COLLECTED 9-13-12).
O WATER SUPPLY WELL
162 CONCENTRATION OF TOTAL DETECTED CHLORINATED VOLATILE ORGANIC
COMPOUNDS IN PARTS PER BILLION (ppb).
-�f--��- BELOW GROUND STREAM SHOWING FLOW DIRECTION
-" �— ABOVE GROUND STREAM SHOWING FLOW DIRECTION
- - PROPERTY LINE
APPROXIMATE LOCATION OF SANITARY SEWER MANHOLE WITH SEWER LINE
100 TOTAL CHLORINATED CONCENTRATION CONTOUR IN PARTS PER BILLION
--ND-- ESTIMATED LIMIT OF VOC'S
PROPOSED INJECTION WELL PLAN
WITH CONTOUR MAP OF TOTAL CHLORINATED VOLATILE ORGANIC COMPOUND ISOCONCENTRATIONS — SEPTEMBER 10-13, 2012
ANDREX INDUSTRIES
ASHEVILLE, NORTH CAROLINA
FIGURE NO.

2245
2235
2225 -
2215
2205 -
2195
2185 -
U7
2175
~ 2165 -
Li
Z
O 2155
2145 -
W
J
W 2135
show
2125 -
2115
2105 -
2095
2085 -
2075
2065 -
2055 -
2225
2215
2205
2195
2185
2175
2165
2155
J
C� 2145
2135
Li
z 2125
O_
~ 2115
Q
W
--� 2105
W
2095
2085
2075
MW
iticl
2065
2055
2045
2035
2025 -
II , I I I I I I I I I � I I I I I i 1 1 j 1 j I I I I , I , � I I I I I I I I 1 1 1 , I I I I I I I I I I I I I I I I I I I I I I I
0 200 400 600 800 1000 1200 1400 1600 1800
DISTANCE, FT.
GEOLOGIC PROFILE A -A'
I SOUTI
I
2245
2235
2225
2215
2205
2195
2185
J
V)
2175
2165 ~
L.i
2155 z
0
F-
2145
W
J
2135 W
2125
2115
2105
2095
2085
2075
2065
2055
LEGEND
APPROXIMATE POTENTIOMETRIC SURFACE ON 9-10-2012
GROUND SURFACE
APPROXIMATE LOCATION OF BEDROCK ENCOUNTERED IN BORINGS
> GROUNDWATER FLOW DIRECTION
76 SCREENED OR OPEN BEDROCK INTERVAL WITH CONCENTRATION OF TOTAL CHLORINATED
VOLATILE ORGANICS IN ug/i ON 9/10-13/2012
AB WELL WAS ABANDONED
N
SCALE 1I^ch
200 Feet
VERTICAL EXAGGERATION = 1OX
INJECTION ZONE
NOTE:
ALL INJECTION WELLS (IW-1) ARE PROPOSED. ACTUAL CONSTRUCTION TO
BE DETERMINED IN THE FIELD.
2225
2215
2205
2195
2185
2175
2165
2155
J
2145 C�
2135
2125 Z
_O
2115 ~
Q
W
2105 ---I
W
2095
- 2085
2075
2065
2055
• 2045
2035
2025
B4 `
PROFILE LOCATION PLAN
REVISIONS
No.
DESCRIPTION
BY
DRAWN:
ACE
CHECKED: AWA
APPROVED: TLL
II
DATE: 11-19-13
CAD FILE: PROFILE UIC PERMIT APPLICATION
JOB NO: J12-1022-35
11L
BUNNELL—LAMMONS ENGINEERING, INC.
6004 PONDERS COURT
GEENVILLEINC. PHONE: ( 64) 88 S10 6UTH 5 FAX: [phone]
HYDROGEOLOGIC PROFILES OF THE AFFECTED AREA
ANDREX INDUSTRIES
DEAVERVIEW ROAD
ASHEVILLE, NORTH CAROLINA
FIGURE NO.
3