WI0500293_HISTORIC MAPS_20210204

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z
0
W
z
Z_
z
W
0,
8
0
0
0
0
cn
04
8
8
9
8
5
NOTES:
1. AERIAL SURVEY WAS FLOWN ON APRIL 5, 2007
BY SPACIAL DATA CONSULTANTS ON BEHALF OF SUTTLES SURVEYING,
P.A., 210 BLANTON BLDG., MARION, NORTH CAROLINA 28752.
2. HORIZONTAL DATUM IS NAD 27. VERTICAL DATUM IS NAVD 88.
3. LOCATIONS OF EXISTING MONITORING WELLS ARE BASED ON SURVEY
DATA PROVIDED BY ORANGE COUNTY.
4. LOCATIONS OF EXISTING GAS PROBES AT NORTH LANDFILL ARE
BASED ON SURVEY DATA PROVIDED BY ORANGE COUNTY DATED
02/14/2007. LOCATIONS OF GAS PROBES GP-01 THROUGH GP-19
ARE APPROXIMATE.
5. LOCATIONS OF EXISTING GAS PROBES GP-CD1 THROUGH GP-CD13
ARE BASED ON FIELD LOCATION USING HAND-HELD GPS BY DRAM'?
ADEN ASSOCIATES ON 01/27/2009.
&. LOCATIONS -OF EXISTING GAS -PROBES GP-CDI4 THROUGH _-.
GP-CD-18 ARE BASED ON FIELD SURVEY PERFORMED BY SUMMIT --
CONSULTING ON 05/29/ 2009.
7. THE SITE INCLUDES ACTIVE LANDFILLS WITH PLACEMENT OF WkSTEr
AND OPERATIONAL MAINTENANCE PERFORMED DAILY. THEREFORt, THE
EXISTING SITE CONDITIONS AND CONTOURS MAY DIFFER AT THE TIME
OF CONSTRUCTION FROM THOSE SHOWN ON THE PLAN.
8. THE BOUNDARY SHOWN ON THIS SHEET WAS PROVIDED BY ORANGE
COUNTY AND WAS NOT CONFIRMED BY AN ACTUAL FIELD SURVEY.
9. GROUNDWATER ELEVATIONS OBTAINED ON MAY 19 - MAY 21, 2009.
E 1974251.61
ELEV-gs 522.82
ELEV-m • 525.98
MW-211
80 2 .18
1973738.77
-gs 538.24
-m • 539.49
N 7i '.1. .4
197 ••
ELEV-m • 525.17
AL CD16
-201R DAA-09
806742.35
E 1973579.11
ELEV-gs 529.05
LEV-m • 531.05
GRAPHIC SCALE
200 0 100 200 400
rrg
-0-
•
•
•
0
® G. vent
LGab Probe
Rood Edge Paved
enae
-.. Guard Rail
Railroad
stream River
Marsh -Swamp
Ir'eel ne
Hedgelineceroonline
Contour Index
Contour Index 0bscarn0
Contour Index Depression
Contour d (Obscured heuression
Contour Intermediate
Contour Intermediate Obscored
Contour Intermediate Coprossion
Contour Intermediate Cbsr ured Depre
GHaPlltc .;GALE
gotentionrotric Contour Llne (Dee d whore Waned)
E.nis. al Web
505
6 Monitoring w.0
N so -.are, Sompltng taotioa (f¢arormotn)
• Inpu.-tlwl we
E 1974167.21
LEV-gs 516.69
ELEV- 517.75
N 809703.65
1'
ELEV-gs 504.15
ELEV-m . 505.95
N 9.
E 1978157.24
ELEV-gs 495.18
ELEV-m • 498.14
MW-14A DAA-92
N 80:9 1.24
E 1976364.48
ELEV-gs 486.46
ELEV-m . 489.34
MW-148 DAA-92
08 .19
E 1976388.22
ELEV-gs 486.30
ELEV-m • 488.96
MW-20 DAA-94
4.11
E 1975680.42
ELEV-gs 526.00
ELEV-m • 529.43
MW-204S
N 807934.25
E 1974171.70
ELEV-gs 515.78
ELEV-m • 517.99
(INFEE T)
ME
AL
PL
524 9
COLOR
3
CLING
L CANS
!NUM. St
TIC REC(C
MW-18 EMA-89
N 807900.44
E 1975645.97
ELEV-gs 502.02
MW-05 SME-80
N 808192.87
E 1974945.72
ELEV-gs 522.04
ELEV-m • 523.79
807:22. 4
1974736.07
-5-13.77
- 55.95
5156.
K
tf
SEDIMENT
BASIN
5151 514.9
x
INTENANCE
BUILDING
•
4044.48
gs ' 547.66
544.9
x
EON
OVAL
MULCH
OST
s 537.
m• 540.18
CH-96)
3.35'
8.85
NEW _iTtt
NEWLF-3A9
P-09A 91: 2
ELEVg. 512.96
ELEV.„, 514.54 /
PROBE-06 '(&H-96)
LEVs. 52.7' , 1
`SR9.17
-Y 09 DAA- tj]
MW
521.58
't 523.93
PZ-01
ELEM .
MW-108 DAA-95
ELEV-gs 530.36
ELEV-m • 532.74
GP-16
520.3
VASE 4
ACRES
TIVE)
495
OSED
MSW
L NDFILL-,
CITIZEN
PH• E 3
± ACRES
A CTI
MS
,LA
-93
7.80
497460
1UNE=Pr
_i+
8098 '.13
E 1976569.
-gs 516.23
-m • 517.33
E 1976587.65
ELEV-gs 511.84
LEV-mp 514.50
488.80
N ?.''1 .1
E 1976521
ELEV-gs 481.56
ELEV- 483.48
14W-07 ShIE-80
N 808812.58
E 1977110.37
ELEV-gs 486.84
ELEV-mABANDONED
489.66
E 1'
ELEV-gs .
ELEV-m
imam
E 19
ELEV-gs
ELEV-
14W-07R DAA-07
N 808806.89
E 1977111:80
ELEV-ga 486,79
ELEV-mp 488.71
AWE 476,2
21 .
1977145.2
ELEV-gs 475.
ELEV-mp 477.7
4 1.1
C 4F'!i7!L.'i
r.-. •vL•
1977137.
-gs .70
J-8 DAA-11
-go 495.06
407.
-2119 'DAA-00
II804-1.48
LEV-gs 474.88
478.41
,75
i-L
� A��*1l��!
i
-10 'DAA-95
-gs 496.00
-m • 498.54
1977090.12
473.92
46
.28
497.57
GT1ZENS
DROPOFF
SITE
T
D WING
PZ-02 -91)
ELEV,. 530.00
-08 (W-91)
ELEV.'525.90
ELEV,,,. 527.56
* TU
1-1/2 IPF
ELEV4 523.46
N 805993.8517
E 1975671.949
-107 DAA-95
- 03 DAA-91
518.00
ELEV-gs 505.80
-m • 508.64
-107 (DAA-93)
495.90
LEVi.,, 495.96
P-06A (W-91)
ELEVs. 491.41
E . 492.77
MW-17 EMN-89
76301.73
ELEV-gs 492.83
•• - 495.37
I-
D'
0
z
Blacksburg, VA
Charlottesville, VA
Hampton Roads, VA
DESIGNED BY:
JCD
DRAWN BY:
JCD
CHECKED BY:
LNF
SCALE:
AS SHOWN
DATE:
03/23/2011
PROJECT NUMBER:
R00592-103
SHEET 1

9
0
0
0
0
J
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z
O
w
w
1-
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0
LC
0
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•
NOTES:
1. AERI
BY SPA
P.A., 21
L SURVEY WAS FLOWN ON APRI 5, 2007
IAL DATA CONSULTANTS ON BEHALF OF SUTTLES SURVEYING,
BLANTON BLDG., MARION, NO' TH CAROLINA 28752.
2. HORI:ONTAL DATUM IS NAD 27. VER ICAL DATUM IS NAVD 88.
3. LOCATIONS OF EXISTING MONITORING WELLS ARE BASED ON SURVEY
DATA P"OVIDED BY ORANGE COUNTY.
4. LOCATIONS OF EXISTING GAS PROBE
BASED oN SURVEY DATA PROVIDED BY
02/14/.007. LOCATIONS OF GAS PRO
ARE APn'ROXIMATE.
5. LOCATIONS OF EXISTING GAS PROBE
GP-CD1 I ARE BASED ON FIELD LOCATI
GPS BY DRAPER ADEN ASSOCIATES ON
GP -CD
SUMMIT
7. THE
WASTE
TH ER EF
DIFFER
PLAN.
8. THE
COUNTY
9. GRO
9
0
2
200
18 ARE BASED ON FIELD SURV
CONSULTING ON 05/29/ 2009.
ITE INCLUDES ACTIVE LANDFILL
ND OPERATIONAL MAINTENANC
RE, THE EXISTING SITE CONDITI
T THE TIME OF CONSTRUCTION
AT NORTH LANDFILL ARE
ORANGE COUNTY DATED
ES GP-01 THROUGH GP-19
GP-CD1 THROUGH
N USING HAND-HELD
01/27/2009.
GP CD1-4 THROUGH
Y PERFORMED BY
WITH PLACEMENT OF
PERFORMED DAILY.
NS AND CONTOURS MAY
FROM THOSE SHOWN ON THE
❑ Transmission Toe
-0- Pole Utility
4 Pole Light
O Pole
x Sign RR Crossing
i- Sign Small
• C tell Bes'.-D•o,
< Culvert Headwall
• Manhole
l• Inlet Curb
o Tree Small
O Tree Medium
0 Tree Large
AY8 Marsh -Swamp
O'%pot Elevation
4 Fire Hydrant
OUNDARY SHOWN ON THIS SHEET WAS PROVIDED BY ORANGE
AND WAS NOT CONFIRMED BY AN ACTUAL FIELD SURVEY.
NDWATER ELEVATIONS OBTAINED ON MAY 19 - MAY 21, 2009.
MW-210
N 807857.4{
E 1973848.88
FI L Vl-i9gs._0 2 48
c3ELEV-mp 525.17
SWE 516.86
MW-214
N 807777.20
E 1974251.61
ELEV-gs 522.82
ELEV-alp 525.98
MW-211
N 807279.18
E 1973736.77
ELEV-gs 536.24
E -m • 539.49
alx-1916i
MW-201 R
GP Ce12a®
n1 807.500
\ \
® aG;L;,. CD16
am
N 847 0
GP-CD1
DAA-09
N 806742.35
E 1973579.11
ELEV-gs 529.05
ELEV-mo 531.05
MW-201
N 806738.2
E 1973582.7¢
ELEV-gs 529.1
ELEV-mp 531.6
ABANDONED
NEW_0
NEWOC-66,
GRAPHIC SCA
100 200
( IN FEET )
r
•
•
•
0
•
0
0
0
AL Gas Vent
A Doe Probe
® Monitoring Well
N Stream Samp11rt9 Location
• InJectlon Well
Road Edge Pa.
Fence
Guard Rail
Railroad
Stream River
Marsh -Swamp
.�.- .-.-..., Treeline
Hedgeline-Brust+fine
Contour Index
- - - Contour Index Obscured
Contour Index Depression
Contour Index Obscured Depression
Contour Interm4dinte
Contour Intermtidiate Obscured
Contour Intermediate Depression
Contour Intermediate Obscured Depression
GRApH1C SCALE
-zoo-
r.� 1as..a.nc. -I
1505111111•101, 11ot•ntlometrie Contour L11Ae (Dashed .here inferred)
1.1DOD, 1lp yp.,y une
- - llmlh of Waste
(Approximate)
MW- 204)
N 907930.54
E 1074157.21
ELEV-gs 516.69
ELEV-mp 517.75
ACTIVE
L4,NDEILI-
1•
337,4
MW-204S
H 807934.25
E 1974171.70
ELEV ; s 515.78
LEV lv 517.99
®p CD14
■-®P-1CD1
574 9
MW-209
N 807822.94
E 1974736.07
ELEV-gs 513.77
LF,'.-mp 515.95
L 5'13. IS
MW-13 DAA-92
N 809459.00
E 1976157.24
ELEV-gs 495.18
ELEV-mp 498.14
MW-14A DAA-92
N 808951.24
E 1976364.48
ELEV-gs 486.46
ELEV-mp 489.34
MW-14B DAA-92
N 808945.19
E 1976368.22
ELEV-gs 486.30
ELEV-mp 488.96
SWE 482.34
MW-20 DAA-94
80797f 1
E 1975680.42
ELEV-gs 526.00
ELEV-mp 529.43
MW-18 EMA-89
N 807900.44
E 1975645.97
ELEV-gs 502.02
--ABANDON
MW-05 SME-80
N - 808102.87
E 1974945.72
ELEV-g■ 522.04
ELEV-m • 523.79
SWE 512.14
mows stw•
543.4
�tt/
.f(INTENANCE
BUILDING
tMINIr�d
P'OBE-0
E 5
E ,,,. 5
NEW_L
NE1n.F-3.
GP -CD2
(CH-96)
3.35
6.85
0
SEDIMENT 5ie,r
BASIN x
MW-e �j l
N •'firR t
E r 4.4
,r gs '547.0
P-09A (W�9fl
ELEV 512.96
ELEVmp 514.54
PROBE-06(CH-96)
ELEV 523.69 ..
ELEVmp527.17
PZ-01 ( -91)
ELEVg. 520.00
P-07
ELEVg,_53,4:5 `
ELEV.* 536.12
MW-108 DAA-95
ELEV-gs 530.36
ELEV-mp 532.74
MULCH --'
PILFS __:`
520.3 )
X
MULCH
OST
•71 I
x
x
522.8x 522
NGLEL
AS _ xfe
APE
558.5/
528.7
x--
P-08
ELEV"
ELEVmp
612'
69/1
7.7
FEICE
TRAILER
524!I
3P-13 R
W-91)
525.90
527.56
MW-01
N 809703.65
E 197557'.
ELEV-gs 504.15
ELEV-alp 505.95
552.9
0.7
515.0 A
ELEV-gs 506.96
ELEV-m • 509,2.5
1 55a1 7i
p
GP-35
54.7
x '
IMMILItuminv sal.
N
PH
6.16± A
(AC
543.2
512.9
x
*TBM %
1-1/2' IPF
ELEV. 523.46
N 805993.8517
E 1975671.949
[ENE
CENTER
'AA=- 3)
497.60
497.60
547.0
X
1' -DR
8t 1 .40
E 1976401.86
ELEV-gs 496.27
ELEV-m. 498:
PHASE'1
-- 5,90 A R
1% sao ACT
MW-107 DAA-95
ELEV-gs 514.36
ELEV-m • 516.46
SWE 498.59
507
► x 1 CITIZENS )`
DROPOFF
SITE
MaIMENIEMI
fir,ver
TRAILER F▪ OB /04
~J. 1 ELEC:TRONI�' ( x489s/
GP-07.
499.0
X
oc= 9
J a OCf/®
..✓�-o.v 5� /
18 EMA-
8)7986.5
1 8739.73
V-•s 480.44
ELEV- • 482.91
7
DAA-95
-gs 9 .i6
a -m • 497.30
SWE 485.68
.n..17 ffn1
'1 IOL
W
EL
STORAGE
BUILDING
PZ-03 (DAA-91)
ELEVg. 518.00
MW-15 D
N 0837
E 1 7695
ELEV-gs 48
ELEV-mp 48
SWE , 47
MW-23- PAA
N 808277.
MW-24 DAA
N 808212.
E 1977145.2
ELEV-gs 475.4
ELEV-m • 477.7
MW-21S DAA-00
808049. 5
1977137.08
V-gs 474.70
ELEV-.alp 476.84
fait
MW--1 Q4 (DAA-95)
1 1 V u. 402./7
I V rnp 404 01
iWE 4//.71
MW I0.511(1)AA
111V U• 496.00
1 11 V alp 498.54
PZ-104 (
ELEV" 4
ELEVmp
Y=510259.97
Z=504. 01
MW-06 SME-80
N 809820.13
E 1976569.38
ELEV-gs 516.23
ELEV-mp 517.33
MW-06R DAA-08
N 809803.36
E 1976567.65
ELEV-gs 511.84
ELEV-mp 514.50
MW-22 DAA-00
N 808915.13
E 1976521.36
ELEV-gs 481.56
ELEV-m • 483.48
MW-07 SME-80
N 808812.58
E 1977110.37
ELEV-gs 486.84
ELEV-m • 489.66
• "lam^ .14-11Y1.1
-02A0
ELEV ''48
ELE
-93)
.10
7.62
PZ-04 (DAA-91
ELEV" 516.00
MW-07R DAA-07
14 858806.89
E 1977111.80
ELEV-gs 486.79
ELEV-mp 488.71
SWE 1-476.0i
INJ-A DAA-11
N 80e2g0.56
E 1977092.68
kLEV-gs 475.22
LEV-mp 478.85
E
ELEV-
ELEV-mp
ELEV-gs 505.80
ELEV-mg 508.64
WE 485 73
PZ-106 (DAA-93)
ELEV" 497.40
ELEVmp 500.14
Z-107 (DAA-93)
LEV" 495.90
LEV,np 495.96
ABANDONED �
P-06A (w-91)
ELEV" 491.4
ELEV., 492.77
6 DAA-95
ELEV-=s` 507.22
ELEV- • 509.53
503.E
m
511.3 ` 511.5
x - x
511.6
X
J-B D
808r
1977t
MW- 17
-11
.32
.12
.92
46
- EMA-8
N 8rl69.32
76301.73
ELEV-gs 495.37
1' -m • 495.37
N 810 000
N 809 500
N 8199.900
N 8013ODQ
N 80I ,OU
N OU/,WO
N 806.500
N 806.000
•
v�
N
ct
cy)
(/)
GO
Blacksburg, VA
Charlottesville, VA
Hampton Roads, VA
CHAPEL H
REVISIONS
DESIGNED BY:
JCD
DRAWN BY:
NTM
CHECKED BY:
JCD
SCALE:
AS SHOWN
DATE:
09/01 /2010
PROJECT NUMBER:
R00592-105
FIGURE 1

P;\R00\500\R00592\R00592-96\CAD \R00592.96\dwg1R00592-82-POT MAP 2009-SHALLOWJCD.dwg Sep 02, 2010 6:34pm
A. Go. Vent
0 ga. Prob.
® Monitoring Won
N Stream Sompii g Loca6on (Approximate)
MW-204D
N 807930.54
E 1974167.21
ELEV-gs 516.69
ELEV-mp 517.75
MW-204S
N 807934.25
E 1974171.70
ELEV-gs 515.78
ELEV-mp 517.99
MW-13 DAA-92
N 809459.00
E 1976157.24
ELEV-gs 495.18
ELEV-m • 498.14
MW-14A DAA-92
N 808951.24
E 1976364.48
ELEV-gs 486.46
ELEV-m . 489.34
SWE 482.86
MW-148 DAA-92
1976368.22
LEV-gs 486.30
LEV-mp 488.96
1,1 �1
MW-01
N 809'703..8.5
E 1975572.45
ELEV gs 504:15
ELEV •m• '� 50. ..
MW-20 DAA-94
N 807974.11
E 1975680.42
ELEV-gs 526.00
ELEV-m • 529.43
MW-18 EMA-89
807900.44
E 1975645.97
ELEV-gs 502.02
ABANDONED
MW-05 SME-80
E 1974945.72
ELEV-gs 522.04
ELEV-m . 523.79
MW-209
N 807822.94
E 1974736.07
ELEV-gs 513.77
LEV-m • 515.95
11111
t.... ; _ -...:...---__
ri1'r� ►� SEDIMENT �J
BASIN o/(.
tR I
CD8
GP-07
ELEV-gs 505.80
ELEV-mp 508.64
SWE 485.73
AgwNXBED
PZ-106 (DAA-93)
ELEV,. 497.40
ELEV„, 500.14
PZ-107 (DAA-93)
ELEV, 495.90
ELEV.. 495.96
ABANDONED
P-06A (W-91)
ELEV,. 491.41
ELEV. . 492.77
MW-07R DAA-07
N 808806.89
E 1977111.80
ELEV-gs 486.79
ELEV-mp 488.71
SWE 476.01
A-89
N 8'7 •
976301.73
ELEV-gs 492.83
ELEV-m • 5.37
1/4-mile radius circle
NOTES:
1. AERIAL SURVEY WAS FLOWN ON APRIL 5, 2007
BY SPACIAL DATA CONSULTANTS ON BEHALF OF SUTTLES SURVEYING,
r� A 210 BLANTON BLDG., MARION, NORTH CAROLINA 28752.
2. HORIZONTAL DATUM IS NAD 27. VERTICAL DATUM IS NAVD 88.
3. LOCATIONS OF EXISTING MONITORING WELLS ARE BASED ON SURVEY
DATA PROVIDED BY ORANGE COUNTY.
4. LOCATIONS OF EXISTING GAS PROBES AT NORTH LANDFILL ARE
BASED ON SURVEY DATA PROVIDED BY ORANGE COUNTY DATED
02/14/2007. LOCATIONS OF GAS PROBES GP-01 THROUGH GP-19
ARE APPROXIMATE.
5. LOCATIONS OF EXISTING GAS PROBES GP-CD1 THROUGH GP-CD13
ARE BASED ON FIELD LOCATION USING HAND-HELD GPS BY DRAPER
ADEN ASSOCIATES ON 01/27/2009.
6. LOCATIONS OF EXISTING GAS PROBES GP-CD14 THROUGH
GP-CD-18 ARE BASED ON FIELD SURVEY PERFORMED BY SUMMIT
CONSULTING ON 05/29/ 2009.
7. THE SITE INCLUDES ACTIVE LANDFILLS WITH PLACEMENT OF WASTE
AND OPERATIONAL MAINTENANCE PERFORMED DAILY. THEREFORE, THE
EXISTING SITE CONDITIONS AND CONTOURS MAY DIFFER AT THE TIME
OF CONSTRUCTION FROM THOSE SHOWN ON THE PLAN.
8. THE BOUNDARY SHOWN ON THIS SHEET WAS PROVIDED BY ORANGE
COUNTY AND WAS NOT CONFIRMED BY AN ACTUAL FIELD SURVEY.
9. GROUNDWATER ELEVATIONS OBTAINED ON MAY 19 - MAY 21, 2009.
MW-210
N 807857.41
E 1973848.88
ELEV-gs 522.48
ELEV-m • 525.17
SWE 516.86
MW-214
E 1974251.61
ELEV-gs 522.82
ELEV-m . 525.98
MW-211
N 807279.18
E 1973736.77
ELEV-gs 536.24
ELEV-mp 539.49
MW-201R DAA-09
N 806742.35
E 1973579.11
ELEV-gs 529.05
ELEV-m 531.05
MW-201
N 806738.26
E 1973582.76
ELEV-gs 529.12
ELEV-mp 531.67
ABANDONED
1973464.20
NEWOC-6A 806048.92
511.18
GRAPHIC SCALE
100 200 400
( IN FEET )
IN NANE
BUI • NG
2. 0
524.31
iNtSVI•fi'
PROBE-09 (CH-96)
E g. 513.35
ELEV. 516.85
1974472.10
NEWLF-3 ♦ 806060.02
542.09
• .8
m • 540.1
P-09A (W-91)
ELEV 512.96
ELE1�g,p 514.54
PROBE-06 (CH-96)
ELEVg. 523.69
ELEV., 527.17
MW-109 DAA-95
ELEV-gs 521.58
ELEV-m • 523.93
PZ-01 (DAA-91)
ELEVg. 520.00
P-07 (W-91)
ELEVg. 534.50
ELEV,.p 536.12
' T
0TO
�M
E .
N 8
E 19
134:8247
975.
,A111lllil111111iv ��►�...,,,,uY,.
0
OSED
M S W
NI ILL
DIESEL
L TANK
STORAGE
FFICE
TRAILER
GP-16
510
_-6 40
-118
mp 509.
PHASE 4
r 7.33± ACRES
(ACTIVE)
1978401.
_g 6.27
i‘i 1 4"
is��rtal
DR FF ITE_
e VW°
Pli L'i
• FOB.
� ' ,
SEDIMENT
B
21D D -00
MW-06 SME-80
N 809820.13
E 1976569.38
ELEV-gs 516.23
ELEV-m • 517.33
MW-06R DM-08
N 809803.36
E 1976567.65
ELEV-gs 511.84
ELEV-mp 514.50
SWE 488.80
MW-22 DAA-00
N 808915.13
E 1976521.36
ELEV-gs 481.56
ELEV-m • 483.48
19' 7145.2
s .475.
477.
GP-44
SS-2
-gs 49
ELEV-m • 494.91
DAA-95
ik131/1(
Jrg� r
nt
7arattall
ABANDONED
LEy 5Y15.49 F
tillELEV.. 516.72
,dBAIIDR,v�
PZ-104 (��
ELEV
MW-07 SME-80
N 80881 .58
E 1977110.37
ELEV-gs 486.84
ELEV-mp 489.66
N'.NED
ELEV-gs 498.00
LEV -m • 498.54
-103 DAA-9
5.28
497.57
483.25
P-02A. ( -
ELEV,,. '48
ELFV,,,p 4
EL
--STORAC
BUILDING
MW-108 DAA-95
ELEV-gs 530.36
ELEV-m • 532.74
PZ-02 D -91)
ELEV" 530.00
Or."
13_W.
AB
f'-08 (W 91)
ELEVg. 525.90
ELEV.. 527.56
•.n......... ..
�� 10.4L'MMIMM:aiovwaIIIMNVRnMMIMMIZMrilttSiqrWl7/7Iw•J„.?pr.,
111111.11.1.1111.11.1
RANT` F
D WATERING
1=1/2 IPF
ELEV. 523.46 MW-107
N 805993.8517
E 1975671.949
ELEV-gs 514.36
ELEV-mp 516.46
SWE 498.59
ABANDONED
PZ-03 (DAA-91)
ELEV,. 518.00
N=
RECEIVED / DENR / DWQ
�Flk1;1 : ^mt:c:i3n Cccti
N
Ct
O
N
Ct
6559
Blacksburg, VA
Charlottesville, VA
Hampton Roads, VA
CO
0
a
w
1-
Z
0
rL_
V
^J
0
0
LL
w
0
Z
0
J
Z v
0
Z ci
D 0
0
V �
Ce
W W
C
Z
D o
11LVISIONS
c,5-e2
DESIGNED BY:
JCD
DRAWN BY:
NTM
CHECKED BY:
JCD
SCALE:
DATE:
AS SHOWN
09/01 /2010
PROJECT NUMBER:
R00592-96
FIGURE 2
SEP 2 3 201U

E
(d
x
rn
a
N
CC
0
3
v
rn
N
0
rn
N
N
NOTES:
1. AERIAL SURVEY WAS FLOWN ON APRIL 5, 2007
BY SPACIAL DATA CONSULTANTS ON BEHALF OF SUTTLES SURVEYING,
P.A., 210 BLANTON BLDG., MARION, NORTH CAROLINA 28752.
2. HORIZONTAL DATUM IS NAD 27. VERTICAL DATUM IS NAVD 88.
3. LOCATIONS OF EXISTING MONITORING WELLS ARE BASED ON SURVEY
DATA PROVIDED BY ORANGE COUNTY.
4. LOCATIONS OF EXISTING GAS PROBES AT NORTH LANDFILL ARE
BASED ON SURVEY DATA PROVIDED BY ORANGE COUNTY DATED
02/14/2007. LOCATIONS OF GAS PROBES GP-01 THROUGH GP-19
ARE APPROXIMATE.
5. LOCATIONS OF EXISTING GAS PROBES GP-CD1 THROUGH GP-CD13
ARE BASED ON FIELD LOCATION USING HAND-HELD GPS BY DRAPER
ADEN ASSOCIATES ON 01/27/2009.
6. LOCATIONS OF EXISTING GAS PROBES GP-CD14 THROUGH
GP-CD-18 ARE BASED ON FIELD SURVEY PERFORMED BY SUMMIT
CONSULTING ON 05/29/ 2009.
7. THE SITE INCLUDES ACTIVE LANDFILLS WITH PLACEMENT OF WASTE
AND OPERATIONAL MAINTENANCE PERFORMED DAILY. THEREFORE, THE
EXISTING SITE CONDITIONS AND CONTOURS MAY DIFFER AT THE TIME
OF CONSTRUCTION FROM THOSE SHOWN ON THE PLAN.
8. THE BOUNDARY SHOWN ON THIS SHEET WAS PROVIDED BY ORANGE
COUNTY AND WAS NOT CONFIRMED BY AN ACTUAL FIELD SURVEY.
9. GROUNDWATER ELEVATIONS OBTAINED ON MAY 19 - MAY 21, 2009.
MW-210
N
E 1973848.88
ELEV-gs 522.48
ELEV-m • 525.17
SWE 516.86
E 1974251.61
ELEV-gs 522.82
ELEV-m . 525.98
MW-211
N 807279.18
E 1973736.77
ELEV-gs 536.24
ELEV_-mp-___53-9 9
MW-201R DAA-09
N 806742.35
E 1973579.11
ELEV-gs 529.05
ELEV-mo 531.05
MW-201
N 806738.26
E 1973582.76
ELEV-gs 529.12
ELEV-mp 531.67
,ABANDONED
1973464.20
NEWOC-68 806048.92
511.18
GRAPHIC SCALE
100 200 400
( IN FEET )
® Gas vent
A Gas Probe
® Monitoring Weil
N Strom Sampling location (Approximate)
MW-204D
N 807930.54
E 1974167.21
ELEV-gs 516.69
ELEV-m • 517.75
Potentfonwtrtc Contour Line (
- Property Line
Limes of Waste
MW-204S
N 80
E 197
ELEV-gs
ELEV-m
METWL CAN
ALLMINUM,
PLAiTIC RE s C
when inferred)
34.25
71.70
15.78
17.99
MW-209
MW-13 DAA-92
N 809459.00
E 1976157.24
ELEV-gs 495.18
ELEV-m • 498.14
MW-14A DAA-92
N 808951.24
E 1976364.48
ELEV-gs 486.46
ELEV-m • 489.34
SWE 482.86
MW-14B DAA-92
N 808945.19
E 1976368.22
ELEV-gs 486.30
ELEV-mp 488.96
SWE 482.34
MW-20 DAA-94
N 807974.11
E 1975680.42
ELEV-gs 526.00
ELEV-m • 529.43
MW-18 EMA-89
N 807900.44
E 1975645.97
ELEV-gs 502.02
ABANDONED
MW-05 SME-80
N :f: 9 .
E 1974945.72
ELEV-gs 522.04
ELEV-m • 523.79
N 807822.94
E 1974736.07
ELEV-gs 513.77
LEV-mp 515.95
E 13.f0
NAN'E
BUI NG
944.46
547.96
2. 0
524.31
ior
-CD3
urssasm
PROBE-09 (CH-96)
ELEV 513.35
ELE' 516.85
197447210
NEWLF-3 ♦ 806060.02
542.09
41W I I01AOAA 95
L.I it V ti1s .5.5/.91
I_l I: V top 'r40.74
-WE 516.76
P-09A (W-91)
ELEV 512.98
ELEV., 514.54
PROBE-06 (CH-96)
ELEV.. 523.69
EL.EK„p 527.17
MW-109
PZ-01 (DM-91)
ELEV. 520.00
P-07 (W-91)
ELEVg. 534.50
ELEVmp 536.12
MW-108 (DAA-95)
ELEV-gs 530.36
ELEV-m . 532.74
1453 T
GP-20 •
EL' `.
N 8
E 19
GP-17
A
GP-16
CH
PILE
.69
8247
5.
-520
-530
540
560
FFICE
TRAILER
EON
OVAL
OGLED i
AS ,GP�l
APE✓
TtRA
UIL
f -
HASE 4
7. ACRES
( TIVE)
PZ-02 DAA-91)
ELEVg. 530.00
MW-01
N 190570.3.,85!
E 19 75572.45
ELEV-gs 445
ELEV m • 5d,.9,
A
w
�'' 11i1111111ti1't �1 xA
CITIZEN OR
OFF FOR
El ECTRON
V- Os
509
.!
Pll 1. 3
21 ACRES
ACTIVE)
PH
6.16± ACR
1'1f2 IPF
ELEV. 523.46
N 805993.8517
E 1975671.949
t -DR
t :
E 1976401.'88
ELEV-gs 496.27
-m • 498.03
7 DAA-95
ELEV-gs 514.36
ELEV-m • 516.46
498.59
L
STQRA
B ILDING
Z-03 (DAA-91)
LEV9. 518.00
CITIZE
DROPOFF
ITE
IN -D
E 1
E -gs
ELEV-m
7695
48
48
47:-
277.
098.
476.
78.
111VVrsUi
W-24 DAA j
N 'e :2T2.
E 19 7145.2
ELEV-gs 475
ELEV-n • 477.7
S_E 471.11
.70
476.84
471.72
GP-44
SS-2/
21u wAd-0
N 800041.4
- 19/7132.9A
LFV--yw 474.86 GP-'45
ELEV 478.4 / J\
W-1'2' DAA-G
\•I,1:1f1•P,I .
SEDIMENT
BA
-.fA�I1ainsl
./iratignin
GP-07
478.09
E r'-go 49
ELEV-mp 494.91
MW-103
341
E 519.72
PZ-104 (
ELEV
Z-04 (DM-91
LEVse 516.00
MW-06 SME-80
N 809820.13
E 1976569.38
ELEV-gs 516.23
ELEV-m • 517.33
MW-06R DAA-08
N 809803.36
E 1976567.65
ELEV-gs 511.84
ELEV-mp 514.50
SWE 488.80
MW-22 DAA-00
N 808915.13
E 1976521.36
ELEV-gs 481.56
ELEV-ma 483.48
MW-07 SME-80
N 808812.58
E 1977110.37
ELEV-gs 486.84
ELEV-mp 489.66
A:A D'NED
-gs • .
-trip 508.6
nsratmENED
PZ-106 (DM-93)
ELEV. 497.40
ELEV., 500.14
PZ-107 (DAA-93)
ELEV 495.90
ELEV.* 495.96
P-06A (W-91)
LEV. 491.41
492.77
EMA-89
8.78 8_32
1976.'' 1.73
ELEV-gs 92.83
ELEV-m • ' 5.37
1/4-wile radius circle
Blacksburg, VA
GO
Charlottesville, VA
z
0
J v
...Ia
a
LL a
a2
Ea
w _I a
z
a O
c
Z
w
U Q z
LL
1-
1-
• LLI
• Ca
Z
z
O 0
a
UNDERGROUND
REVISIONS
Hampton Roads, VA
z
-J
cL
0
1-
0
z
-J
J
a
1
V
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
DATE:
JCD
NTM
JCD
AS SHOWN
09/01/2010
PROJECT NUMBER:
R00592-96
FIGURE 3
RECEIVED / DENR / DW
Aqulter Protection Section
SEP 23 2010

P:\R00\500\R00592\R00592-961CAD\R00592-96\dwa\R00592-82-POT MAP 2009-SHALLOWJCD.dwa Sep 02. 2010 6:37pm
NOTES:
1. AERIAL SURVEY WAS FLOWN ON APRIL 5, 2007
BY SPACIAL DATA CONSULTANTS ON BEHALF OF SUTTLES SURVEYING,
P.A., 210 BLANTON BLDG., MARION, NORTH CAROLINA 28752.
2. HORIZONTAL DATUM IS NAD 27. VERTICAL DATUM IS NAVD 88.
3. LOCATIONS OF EXISTING MONITORING WELLS ARE BASED ON SURVEY
DATA PROVIDED BY ORANGE COUNTY.
4. LOCATIONS OF EXISTING GAS PROBES AT NORTH LANDFILL ARE
BASED ON SURVEY DATA PROVIDED BY ORANGE COUNTY DATED
02/14/2007. LOCATIONS OF GAS PROBES GP-01 THROUGH GP-19
ARE APPROXIMATE.
5. LOCATIONS OF EXISTING GAS PROBES GP-CD1 THROUGH GP-CD13
ARE BASED ON FIELD LOCATION USING HAND-HELD GPS BY DRAPER
ADEN ASSOCIATES ON 01/27/2009.
6. LOCATIONS OF EXISTING GAS PROBES GP-CD14 THROUGH
GP-CD-18 ARE BASED ON FIELD SURVEY PERFORMED BY SUMMIT
CONSULTING ON 05/29/ 2009.
7. THE SITE INCLUDES ACTIVE LANDFILLS WITH PLACEMENT OF WASTE
AND OPERATIONAL MAINTENANCE PERFORMED DAILY. THEREFORE, THE
EXISTING SITE CONDITIONS AND CONTOURS MAY DIFFER AT THE TIME
OF CONSTRUCTION FROM THOSE SHOWN ON THE PLAN.
8. THE BOUNDARY SHOWN ON THIS SHEET WAS PROVIDED BY ORANGE
COUNTY AND WAS NOT CONFIRMED BY AN ACTUAL FIELD SURVEY.
9. GROUNDWATER ELEVATIONS OBTAINED ON MAY 19 - MAY 21, 2009.
10. VOC CONCENTRATIONS BASED ON 1 SAMPLING EVENT (NOV. 2009),
AND ARE IN UG/L (PPB).
MW-210
W 507857.41
E 1973848.88
ELEV-gs 522.48
ELEV-m • 525.17
SWE 516.86
MW-214
FT - torm.m
E 1974251.61
ELEV-gs 522.82
MW-211
N 807279.18
E 1973736.77
ELEV-gs 536.24
ELEV-m • 539.49
fe-mtef1
MW-201R DAA-09
N 806742.35
E 1973579.11
ELEV-gs 529.05
ELEV-m 531.05
MW-201
N 806738.26
E 1973582.76
ELEV-gs 529.12
ELEV-mp 531.67
ABANDONED
1973464.20
NEWOC-6A 806048.92
511.18
GRAPHIC SCALE
200 0 100 200 400
181
4,1
0
•
p
0
•
0
0
0
® Go. Veit
6, Co. Prob.
® lonforing Well
N Stream Sampling Location (Approximate)
505
MW-204D
9 f.
E 1974167.21
ELEV-gs 516.69
ELEV-m . 517.75
ACTIVE
C O. D GLfp'
TRI-COLORs
LAN D FI LL RECNCLING
METAL CANS I .
ALLMINUM
PL 'TIC REC C41
1
r
Potentfometrk Contour Line (Da.twa whom Inferred)
- Property Line
Limn. of Wo.e.
MW-204S
34.25
71.70
15.78
17.99
Soo
( IN FEET )
MW-13 DAA-92
N 809459.00
E 1976157.24
ELEV-gs 495.18
ELEV-m • 498.14
MW-14A DAA-92
N 808951.24
E 1976364.48
ELEV-gs 486.46
ELEV-mp 489.34
SWE 482.86
MW-14B DAA-92
N 08 .1
E 1976368.22
ELEV-gs 486.30
ELEV-m • 488.96
MW-20 DAA-94
N 807974.11
E 1975680.42
ELEV-gs 526.00
ELEV-ma 529.43
MW-18 EMA-89
N 807900.44
E 1975645.97
ELEV-gs 502.02
MW-05 SME-80
E 1974945.72
ELEV-gs 522.04
ELEV-m • 523.79
MW-209
N 807822.94
E 1974736.07
ELEV-gs 513.77
LEV-mp 515.95
ABMIBosfB
P-10 W
r(r)4 :-3
EI' as 537.88
-mD \ 540.18
�W-1105(DAA- 95)
P'.BE-09 (CH-96)
E y. 513.35
ELEV . 516.85
1974472.10
NEWLF-3 ♦ 806060.02
542.09
P-09A (W-91)
ELEV.. 512.96
ELEV.., 514.54
PROBE-06 (CH-96)
ELEV.. 523.69
ELEV.,,, 527.17
MW-109 DAA-95
ELEV-gs 521.58
ELEV-m . 523.93
PZ-01 (DAA-91)
ELEV.. 520.00
P-07 (W-91)
ELEM. 534.50
ELEM., 536.12
MW-108 DAA-95
ELEV-gs 530.36
ELEV-m • 532.74
Evsfr .
N 8i,
E 19
R
BUI
-520
EON
VAL
.69
.8247
5.
E1AI
J
TE
DS
� WELL
OUS
GP-17
GP-16
RASE 4
ACRES
'FIVE)
PZ-02 DAA-91)
ELEV.. 530.00
520
30
540
55
MW-01
N 809703.65
E 197557245
ELEV -gs s 504.15
ELEV m • 5 r :.$.
i
ir
4\\
k� `
J/►�itllilllllllt ttlux !
1V.,�
DIESEL
FUEL TAN
-TOR
•FFICE
TRAILER
P-08 (W-91)
ELEV..- 525.90
ELEV,,,,, 527.56
0
5 A
OSEID)
MSW
NDFILL
Aut
PZ-
PH
6.16± ACR
(AC
.371
Mf :!ili
-gs 495.06
-m 407.30
0
FL
STORA
BUILDING
W-1 DAA-Pi5)1
.71
IMMilW i
..aramtata mur
T:
1-1 2 IPF
ELEV. 523.46
N 805993.8517
E 1975671.949
MW-107 DAA-95
ELEV-gs 514.36
ELEV-mp 516.46
SWE 498.59
GP-07
MW-06 SME-80
N 809820.13
E 1976569.38
ELEV-gs 516.23
ELEV-m • 517.33
MW-06R DAA-08
N 809803.36
E 1976567.65
ELEV-gs 511.84
ELEV-mp 514.50
SWE
488.80
MW-22 DAA-00
N 808915.13
r' *L J.J E 1976521.36
ELEV-gs 481.56
ELEV-m • 483.48
MW-07 SME-80
N 808812.58
E 1977110.37
VV)
ELEV-gs 486.84
ELEVANDONED-mp 489.66
� F
rri
•
LEV-gs 474.86
E•' 476.41
E 1
ELEV-gs
ELEV-m
098.
476.
78.
MW-24 DAA
N 808212.:
E 1977145.2
ELEV-gs `•475.,
ELEV-mp 477.7
SW 471.1-1.
MW-21S DAA--00
8i'.'49.25
197'7137..
LEV-gs_ 49 .
ELEV-m . ' 494.91
SWE 47 .711,
MW-103 r DAA-95)j
ELEV7gs 496.
ELEV mp 498.54
MW-103'DAA-
Z-04 DAA-91
LEV0. 516.00
5.28
497.57
ELEV-gs 505.80
ELEV-m . 508.64
SWE 485.73
ABANNRED
PZ-106 (DAA-93)
L`-LEV.. 497.40
ELEV,m, 500.14
PZ-107 (DAA-93)
ELEV.. 495.90
ELEV,,, 495.96
6 'DAA-95
MW-07R DAA-07
N 8806 89
17111 80
ELEV-gs 486.79
ELEV-mp 488r71
SWE 476.01
1/4-wile radius oirole
N
SEDIMENT
PZ-03 (DAA-91)
ELEV.. 518.00
I-
O
z
C-C;
U
c%)
N
N
GO
Blacksburg, VA
Charlottesville, VA
Hampton Roads, VA
co
1-.
co~
N
N N
aM
'N .
>E
,�>5Ro
1:5_
0D cow
EoE,�z3
> L co
o 01 E N
�
CO fo
oa
O
RFCFIVFD / DENR / D
Aquifer Protection aectlon
SEP 2 3 2010
Z
0
J v
JW
a.
CI E-
w
J a
Z
› 0
<
Z O
J .
a Z
U W = a
o0 o
rx J
J
a W W
0 0 Z =
41(
REVISIONS
DESIGNED BY:
JCD
DRAWN BY:
NTM
CHECKED BY:
JCD
AS SHOWN
SCALE:
DATE:
09/01 /2010
PROJECT NUMBER:
R00592-96
FIGURE 4
IQ

NOTES:
1. AERI
BY SPA
P.A., 21
L SURVEY WAS FLOWN ON APRIL 5, 2007
IAL DATA CONSULTANTS ON BEHALF OF SUTTLES SURVEYING,
BLANTON BLDG., MARION, NORTH CAROLINA 28752.
2. HORI ONTAL DATUM IS NAD 27. VER-ICAL DATUM IS NAVD 88.
3. LOCA IONS OF EXISTING MONITORING WELLS ARE BASED ON SURVEY
DATA P OVIDED BY ORANGE COUNTY.
4. LOCATIONS OF EXISTING GAS PROBES AT NORTH LANDFILL ARE
BASED ON SURVEY DATA PROVIDED BY ORANGE COUNTY DATED
02/14/ 007. LOCATIONS OF GAS PROBES GP-01 THROUGH GP-19
ARE AP ROXIMATE.
5. LOCATIONS OF EXISTING GAS PROBES GP-CD1 THROUGH GP-CD13
ARE BASED ON FIELD LOCATION USING HAND-HELD GPS BY DRY a, t,;,Yn To
Pole Light
Pole
>< Sign RR Crossin
- - Sign Small
6. LOCATIONS OF EXISTING GAS PROBES GP CD1 4 THROUGH Cal ert Headwall
GP-CD-18 ARE BASED ON FIELD SURVEY PERFORMED BY SUMM11 hole
� Inlet Curb
CONSULTING ON 05/29/ 2009.
ADEN ASSOCIATES ON 01/27/2009.
7. THE SITE INCLUDES ACTIVE LANDFILL:
AND OPERATIONAL MAINTENANCE PERFO
EXISTING SITE CONDITIONS AND CONTOU
OF CONSTRUCTION FROM THOSE SHOWN
Tree Small
Tree Medium
Tree Large
WITH PLACEMENT OF oP.
MED DAILY. THEREFOI;e 11-1E
S MAY DIFFER AT THE TIME
ON THE PLAN.
8. THE BOUNDARY SHOWN ON THIS SHEET WAS PROVIDED BY ORANGE
COUNTY AND WAS NOT CONFIRMED BY AN ACTUAL FIELD SURVEY.
9. GROUNDWATER ELEVATIONS OBTAINEC ON MAY 13 - MAY 15, 2013.
10. VOC CONCENTRATIONS BASED ON 1
AND ARE IN UG/L (PPB).
P:\R00\500\R005921R00592-136\CAD\R00592-96\dwg\R00592-POT MAP 2013-SHALLOW.dwg Aug 05, 2013 12:10pm
SAMPLING EVENT (MAY 2013),
MW-214
N 867777.26
E 1974251.61
ELEV-gs 522.82
El EV -m 525.98
MW-211
N 807279.18
E 1973736.77
ELEV-gs 536.24
ELEV-m • 539.49
MW-201 R
MW- 710
807857.41
E 1973848.88
ELEV qi 522.18
ELEV-mp 525.1//
SWE 518.53
DAA-09
N 806742.35
E 1973579.11
ELEV-gs 529.05
ELEV-m 531.05
T
MW-201
N 806738.2
E 1973582.7
ELEV-gs 529.1
ELEV-m . 531.6
ABANDONED
NEW_O
NEWOC-
GRAPHIC SCA
100 200
® TranrMnlen Tower
* ligPole
ht Pole
0 I. Pole
• Raload Signal
t MO
o Drop Inlet
( Culvert
• Monhol,
catch Bower (Curb)
o Single Tree (Small)
O single Tr.. (M..L.n)
O ■ TM1 �0■)
Spot Elevation
Oa. Vont
A om Probe
6> monitoring mei
11 S4.am Sounding Loa.tlo. (Approximate)
Road Edge Paved
Fence
Guard Rail
Railroad
Stream River
Marsh -Swamp
..w.. ,-., Treeline
Hedgeline-Brushline
- - Contour Index
- - - Contour Index Obscur-.
Contour Index Depress on
Contour Index 0bscur
- _ Contour Intermediate
Contour Intermediate
Contour Intermediate
Contour Intermediate
Fano.
Gourd Ron
Railroad
•• Water
tw.h
T,..lng
Shrub or Broth
- Index Contour
GR A PI I3L_.I��a r (abrars)
mar - Intermediate Contour (Mecum) rr,
II
Intermediate Contour-1
18TAIMINIONboernlornetrle Contour Ib.. (Doe■d .hers Warred)
ty un.
- umtt. of Moto
Depression
bscured
egression
bscured Depression
MW-204
E 1
ELEV-gs
ELEV-m
74167..21
518.69
517.75
MW-204S
N 807934.25
E 1974171.70
ELEV-gs 515.78
II.EV--mp 517.99
',WI 513.24
---____-_-[...L.--."-
..
,, - --- _......-- 1. 1
4.9 \
= �_ � � 526.E \ x /�
_\\ \ I�il
524
1.111
) \
c r� L
' c5,r j
....
AC�IIIR` :-A0 ,j
s37.4 `8 TRI COLOR /1/
, , . R CsYCLWG
g4L .. 11\I ME1L C1A.NS'
53D7 IIlPL TIC f2ECfrC�I
c A\V ( x.,:n, ix', c
I-fi b
�N4 ! 7) /�.
x l
MW-13 DAA-92
E 1976157.24
ELEV-gs 495.18
ELEV-m • 498.14
MW-14A DAA-92
N 808951.24
1976364.48
ELEV-gs 486.46
ELEV-m • 489.34
171311.1111WNViA
W-14B DAA-92
.19
1976368.22
LEV-gs 486.30
LEV-m . 488.96
MW-20 DAA-94
N 0 . 4.
E 1975680.42
ELEV-gs 526.00
ELEV-m • 529.43
MW-18 EMA-89
807900.44
E 1975645.97
ELEV-gs 502.02
ABANDONED
MW-05 SME-80
N 808192.87
E 1974945.72
ELEV-gs 522.04
ELEV-m • 523.79
80 .94
1974736.07
OBE-0
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6.85
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540.24
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ELEV 512.06'
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PROBE-06'CH-96
ELEVg. 523.60
ELE140.'327.17
523.93
"PZ01
( -91)
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W-108 DAA-95
-gs 530.36
ELEV-m . 532.7
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527.56
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MW-107 DAA-95
ELEV-gs 514.36
ELEV-m . 516.46
SWE 500.33
MELT,
-
I,LEv 49 .06
-m. 49 .30
48
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ELEVg. 516
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Z-03 (DAA-91) \
LEVg. 518.00
Y=810259.97
Z=504.01
MW-06 SME-80
E 1976569.38
ELEV-gs 516.23
ELEV-m • 517.33
MW-06R DAA-08
N I.:03.36
E 1076567.65
ELEV-gs 511.84
ELEV-in • 514.50
488.27
MW-22 DAA-00
N 808915.13
E 1976521.36
ELEV-gs 481.56
ELEV-m • 483.48
MW-07R DAA
N 8088E
E 1977111.80
ELEV-gs 48 .79
ELEV-m . 488.71
LEV-gs 505.80
ELEV-m . 508.64
SWE 48:.69
Z-106 (DAA-93)
ELEVg. 497.40
ELEM.. 500.14
Z-107 (DAA-93)
LEVg. 495.90
LEV,mp 495.96
976 ,1.73
\ \\\‘\%
\\\
\\
N 809.500
1/4 mile radiu
II aQ51.D00
N 808.500
N 808 000
N 807 500
tl eu/,000
N 8Q1.500
s circle
O
z
N
N
(73
GO
Blacksburg, VA
Charlottesville, VA
Hampton Roads. VA
TOTAL VOC PLUME MAP
UNDERGROUND
CHAPEL HILL, NORTH CAROLINA
DESIGNED BY:
JCD
DRAWN BY:
NTM
CHECKED BY:
JCD
SCALE:
DATE:
AS SHOWN
07/02/2013
PROJECT NUMBER:
R00592
FIGURE 1