0403_AnsonLandfill_CQADrawings_20080528

11111111111111111111 1i III 1111111111111,11111111111111111111111111 Il
Permit:
04-03
Name: Anson County SW Management Fac., CQA
Final Cert., Cell 1E
County: Anson
Shipped Date:
Box: SW-11-029
Document Type: Other (0)
Document Date: 5/30/2008
Division: Waste Management (WM)
Sub -Division: Solid Waste (SW)
Document Category: Facility (F)
Document Group: Authorization or Permit (P)
Description: Map:. Maps in Roll:

Sub
Grade
Top
Clay
Top
Co ver
Pt if
Elev
Pt W
Elev
Cover Pt A'
Flev ('near
7000
297.97
80001
300.05
2.08
7001
298.08
80011
300.09
2.01
7002
298.52
80021
300.52
2.00
7003
299.36
8003
301.47
2.11
7004
298.25
8004
300.42
2.16
11004
302.68
2.26
7005
297.10
8005
299.14
2.04
110051
301.15
2.01
7006
296.03
8006
298.17
2.14
110061
300.20
2.03
7007
294.92
8007
297.00
2.08
11007
299.05
2.05
7008
293.80
8008
295.89
2.08
11008
297.89
2.00
7009
292.69
8009
294.85
2.16
11009
296.89
2.05
70 01
291.74
8010
293.82
2.09
11010
295.84
2.02
7011
290.97
8011
293.07
2.11
11011
295.08
2.01
7012
290.26
8012
292.26
2.01
11012
294.29
2.03
7013
289.51
8013
291.73
2.23
11013
294.05
2.32
7014
288.79
8014
290.98
2.18
11014
293.29
2.31
7016
288.19
8015
290.39
2.20
11015
292.77
2.38
7016
287.22
8016
289A8
2.26
11016
291 A8
2.00
7017
286.46
8017
288.73
2.28
11017
290.74
2.01
7018
285.64
8018
287.90
2.26
11018
290.10
2.20
7019
284.86
8019
287.13
2.27
11019
289.42
2.29
7020
284.09
8020
286.25
2.16
11020
288.45
2.19
7021
283.30
60211
285.74
2.44
11021
288.03
2.28
7022
282.51
8022
284.82
2.31
11022
287.17
2.35
7023
281.70
8023
283.92
2.22
11023
286.22
2.30
7024
280.86
8024
283.09
2.23
11024
285.26
2.17
7025
280.07
8025
282.42
2.35
7026
279.43
8026
281.43
2.00
11026
283.90
2.47
7029
277.52
8029
279.55
2.04
11029
283.00
4.06
7034
276.32
8034
278.94
2.62
7035
277.98
8035
280.06
2.08
7036
278.42
8036
280.42
2.00
7038
279.02.
8038
281.06
2.04
7039
279.09
8039
281.13
2.03
7040
279.88.
8040
281.97
2.10
7041
279.71
80411
281.87
2.16
7042
280A8
8042
282.58
2.10
7043
281.35
8043
283A5
2.10
7044
281.18
80"
283.51
2.33
7045
280.66
8045
282.66
2.00
7046
281.92
8046
284.18
2.26
7047
282.08
80471
284.33
2.25
7048
282.79
8048
284.86
2.07
7049
282.68
8049
284.89
2.21-
7050
283.59
8050
285.60
2.01
7051
284.36
8051
286.37
2.00
7052
284.14
8052
286.34
2.20
7053
284.8fi
8053
287.06
2.20
7054
285.09
8054
287.10
2.01
7055
285.82
8055
287.87
2.05
7056
285.62
8056
287.83
2.21
7057
286.37
8057
288.55
2.18
7058
286.54
8058
288.71
2.18
7059
287.40
80591
289.53
2.13
7060
287.13
8060
289.27
2.15
7061
287.84
8061
289.98
2.14
7062
288.02
8062
290.10
2.08
7063
288.75
8063
290.82
2.07
7064
288.56
8064
290.70
2.13
7065
289.33
8065
291.57
2.24
7066
289.54
8066
291.64
2.10
7067
290.18
8067
292.33
2.14
7068
290.06
8068
292.11
2.04
7069
290.67
8069
292.74
2.07
7070
290.82
8070
292.95
2.13
7072
291.24
'
80721
293A2
2.18
7073
291.51
8073
293.62
2.11
7075
291.86
8075
293.96
2.11
70761
292.141
8076
294.15
12.01
70771
293.781
8077
295.85
2.07
a9
O
?9
O
a -
Sub Grade Top Cl ay - Top Co ver
Pt # Elev Pt ; Elev Cover Pt .4 Flav I nvror
7079
296.08
8079
298.15
2.07
7080
298.06
8080
300.13
.07
11080
305.79
5.67
7081
296.94
8081
299.02
2.08
7082
295.82
8082
297.87
2.06
11082
299.93
2.05
7083
294.75
8083
296.82
2.08
11083
298.88
2.06
7084
293.74
8084
295.80
2.06
11084
297.84
1
2.04
7085
292.61
8085
294.65
2.04
11085
296.70
2.04
7086
291.60
8086
293.63
T03
11086
295.69
2.06
7087
290.86
8087
292.91
2.05
11087
294.93
2.02
7089
290.19
8088
292.28
2.09
11088
294.29
2.00
7090
289.46
8089
291.53
2.07
11089
293.56
2.04
70911
288.64
80901
290.67
2.03
1 090
292.73
12.07
7092
287.97
8091
290.00
2.03
11091
292.04
2.04
7093
287.19
8092
289.24
2.05
11092
291.25
2.01
7094
286.44
8093
288A9
2.05
11093
290.54
2.05
7095
285.69
8094
287.72
2.03
11094
289.74
2.02
7096
284.99
8095
287.02
2.03
11095
289.07
2.06
7097
284.31
1 8096
286.33
2.03
11096
288.33
2.00
7098
283.55
8097
285.55
2.00
11097
287.60
12.05
7099
282.82
8098
284.91
2.09
11098
286.91
2.00
7100
282.04
8099
284.16
2.11
11099
286.17
2.02
7101
281.25
8100
283.38
2.13
11100
285.39
2.01
7102
280.55
8101
282.56
2.00
11101
284.56
2.01
7103
279.76
1 8 021
281.86
12.10
11102
283.96
2.09
7104
278.24
8104
280.30
2.06
11104
282.38
2.08
7105
278.96
8105
281.02
2.07
11105
283.12
2.10
7106
279.70
8106
281.83
2.13
11106
284.00
2.17
7107
280.50
8107
282.51
2.02
11107
284.54
2.02
7108
281.16
8108
283.26
2.11
11 081
285.29
2.03
7109
281.92
8109
284.06
2.14
111091
286.06
2.00
7110
282.65
81101
284.67
2.02
11110
286.70
2.04
7111
283.42
81 11
285.57
2.15
11111
287.60
2.03
7112
284.10
81121
286.33
2.23
11112
288.36
2.02
7113
284.87
81131
286.88
2.01
11113
288.94
2.06
7114
285.62
8114
287.73
2.11
11114
289.76
2.03
7 151
286.34
8115
288.48
2.14
11115
290.48
2.00
7116
287.08
8116
289.27
2.18
11116
291.32
2.05
7117
287.89
8117
289.95
2.06
11117
.291.97
2.02
7118
288.53
8118
290.68
2.15
11118
292.72
2.04
7119
289.30
8119
291.40
2.09
11119
293.42
2.02
7120
290.02
1
8 201
292.06
2.04
11120
294.10
2.04
71211
290.78
8121
292.78
12.00
11121
294.94
2.16
7122
291.56
8122
293.58
2.02
11122
295.74
2.16
7123
292.41
8123
294.48
2.07
11123
296.63
2.16
7124
293.50
8124
295.54
2.04
11124
297.69
2.15
7125
294.67
8125
296.70
2.03
11125
298.76
2.06
7126
295.73
8126
297.86
2.13
11126
299.92
2.06
7 271
296.86
81271
298.99
2.14
11127
301.36
2.37
7128
294.51
81281
296.53
2.02
11128
299.20
2.67
7130
292.29
8130
294.44
2.15
11130
296.47
2.03
7131
291.44
8131
293.51
2.06
11131
296.63
2.12
7132
290.70
8132
292.71
2.01
11132
294.80 1
2.09
7133
' 290.04
8133
292.07
12.03
11133
294.10
2.02
7 341
289.27
8134
291.31
2.04
11134
293.36
2.05
7135
288.54
8135
290.61
2.07
11135
292.61
2.01
7136
287.76
81361
289.80
2.03
11136
291.89
2.09
7137
287.03
81371
289.04
2.02
11137
291.05
2.00
7138
286.27
8138
288.30
2.03
11138
290.31
12.01
7139
285.60
8139
287.68
2.08
11139
289.70
2.02
7140
284.85
8140
286.89
12.03
11140
288.93
2.04
7141
284.08
8141
286.10
2.02
11141
288.12
2.02
7142
283.31
8142
285.34
2.03
11142
287.47
2.13
7143
282.61
8 431
284.66
2.05
11143
286.68
2.02
7144
281.90
8144
283.92
2.01
11144
285.92
2.01
7145
281.12
8145
283.27
2.15
11145
285.27
12.01
7146
280.38
8146
282.41
2.02
11146
284.55
2.14
7147
279.70
8147
281.70
2.00
11147
283.70
2.00
7148
278.96
1
8148
280.96
2.00
11148
283.10
2.14
71491
278.18
1
81491
280.23
2.04 1
11149
282.23
2.00
?O
O
sl`
?&
R
Sub Grade Top Clay Top Co ver
Pt ,# Elev Pt § Elev . Cover Pt f Elev Cover
71491
278.18
8149
280.23
2.04
11149
282.23
12.00
7150
277.20
8150
279.24
2.04
11150
282.22
12.98
7151
276.23
8151
278.27
2.04
11151
281.62
3.35
7152
277.20
8152
279.23
2.03
11152
281.28
2.05
7153
278.09
8153
280.12
2.03
11163
282.19
2.07
7154
278.78
8154
280.791
2.01
11164
282.95
2.16
7 551
279.55
8155
281.57
2.02
11155
283.71
2.15
7156
.280.28
8156
282.30
2.02
11156
284.31
12.01
7157
281.06
8157
283.11
2.05
11157
285.21
12.10
7158
281.76
8158
283.79
2.03
11158
285.86
2.07
7159
282.51
8159
284.58
2.08
11159
286.59
2.01
7160
283.27
81601
285.36
2.10
11160
287.46
2.10
71611
284.07
8161
286.12
2.05
11161
288.16
2.04
71621
284.70
8162
286.70
2.00
11162
288.79
2.09
7163
285.47
8163
287.53
2.06
11163
289.53
2.00
7164
286.24
8164
288.29
2.05
11164
290.70
2.40
7165
286.98
8165
288.99
2.01
11165
291.04
2.05
7166
287.71
8166
289.72
2.01
11166
291.82
2.10
7167
288.41
8167
290.59
2.18
11671
292.63
12.04
7168
289.21
8168
291.26
2.05
11168
293A7
2.21
7169
289.93
8169
292.00
2.07
11169
294.15
2.16
7 701
290.66
81701
292.74
2.08
11170
294.79
2.05
7171
291.39
81711
293.42
2.02
11171
297.19
3.77
7172
290.75
81721
292.75
2.00
11172
297.66
4.91
7173
289.96
8173
292.01
2.05
11173
294.46
2.45
7174
289.23
8174
291.28
2.05
11174
293.31
2.03
7175
288.79
8175
290.79
2.01
11175
292.81
2.02
71761
287.81
8176
289.84
2.02
11176
291.85
2.01
7177
287.04
8177
289.07
2.03
11177
291.13
2.06
7178
286.28
8178
288.31
2.03
11178
290.34
2.03
7179
285.56
8179
287.57
2.01
11179
289.60
2.03
7180
284.76
8180
286.86
2.10'
11180
288.86
2.00
7181
284.08
8181
286.12
2.03
11181
288.16
2.04
71821
283.31
8182
285.34
2.02
11182
287.38
2.04
7183
282.61
8183
284.63
2.02
11183
286.65
2.03
7184
281.85
8184
283.93
2.08
111841
285.93
2.00
7185
281.15
8185
283.17
2.03
1 1851
235.22
2.05
7186
280.43
81861
282A6
2.03
11186
284.56
2.09
7187
279.63
8187
281:65
2.02
11187
283.66
2.02
7188
278.87
8188
280.90
2.03
11188
282.90
2.00
71891
278.16
8189
280.22
2.07
11189
282.22
2.00
71901
277.17
8190
279.20
2.03
11190
281.41
2.21
72131
292.81
8213
294.97
2.16
7214
293.77
1 8214
296.05
2.28
7217
295.20
82171
297.21
2.01
7218
296A6
8218
298.52
2.06
7221
297.29
8221
299.35
2.07
7222
298.57
8222
300.65
2.08
7237
277.801
8237
279.97
2.17
7240
287.51
8240
289.75
2.24
7241
289.01
8241
291.04
2.03
11241
296.68
2.64
7242
289.95
8242
291.95
2.00
11242
295.23
3.28
7243
290.14
8243
292.22
2.08
11243
294.22
2.00
7244
290.14
8244
292.20
2.06
11244
294.37
2.17
7245
290.30
8245
292.35
12.04
11245
294.74
2.39
10002
300.20
90021
302.23
2.03
13002
304.24
2.01
10003
299.36
900
301.41
2.06
1300
303.42
2.02
100
299.10
900
301.1
2.07
130
303.17
2.00
1000
297.8
900
299.
2.04
1300
301.84
2.00
1000
296.E
900
298.
2.01
1300
300.64
2.00
1000
295.5
900
297.
2.04
1300
299.56
2.02
1000
2941
900
296.7
2.03
1300
298.79
2.01
1000
294.1
900
296.1
2.05
1300
298.16
2.01
1001
293.5
901
295.5
2.00
1301
297.54
2.04
10011
293.0
9011
295.0
2.05
13011
297.06
2.01
1001
292.3
901
294.4
2.14
1301
296.55
2.06
1001
291.8
901
293.
2.03
1301
295.86
2.03
1001
290.65
90V
292.6E
2.03
13014
294.68
2.00
100151
289.44
9011,
291.44
2.00
13016
293.48
12.04
100161
288.6
901(
290.71
2.11
1301 E
292.72
2.01
10017
287.9
901
289.9E
2.03
1301K2PO.
2.08
1001
287.0
901
289.
2.03
1301
2.06
1001
286.0
901
288.0
2.02
1301
2.03
1002
285.4
902
287A
2.05
1302
2.05
10021
284A
9021
286.4
2.08
1302
2.09
100
284.0
90
286.
2.04
1302
200
1002
283.6
902
285.
2.04
1302
1
12.01
?O?
SCALE
50 0 50 100
?�O
?�8
VzzzZmau
s�
0
f276
y274
et
r
288
CAR
ZQ, �QpFE S y /�i9'•
-
;" - -1290 LU
de V
sup
As Built Survey
Anson
County L andrll
(Allied
Waste Owner)
Anson
County North
CarolinG
Orig. scale
1„ 50
Datev 1125108
Surveyed
by: Lawrence Associates,
P.A.
106 W. Jefferson St.
P.O. Box 1014
Monroe, North Carolina 28112
[phone]
Drawing►
Me subg�ade anf top
of co%y
rilicotior?-Exhibit A
REV/SIONS
w,prv�,aa.+cnnaon ,anunuWungraae %no 'Gop or coy veriTim-cio►1-Lmwii Rawg "d7c'r.°72009 6r561E7 AM EST

1 4,
Q\proj\3952Anson landfAt\Subgrade and top of clay verlflcatlor-ExhlWt A,drrg 2/22/2008 8-56,27 AM EST

t5
ti 1—
9 1
9
Z
9y 62 09 18 y� Zy6 y1 91 2 �3 00 R2
2y
IS , p •20g.
4` 1 y1 006
6
6
6 • y.'�' �' .y 'S0y 11
9'� k2 21a
26 �' 62 � 816y 9090 2
00y9 9012 90 2 90 1�20 b 21
29 c y 'S0 0o a
O�y\
2.0 1 2
`Y 9 1 9, 9061 9ge0 10' y Ito b 29,9
9 0• yA• 0 1gp2 N
1•S 9
00 9 98'99 9� 069, 29E `9S 9A �9� �9 0y y6,0 8y' ya0 g2 .2 • �
6
g1 ���0 2 ��• 21 277
278
BOO �gb 1��F `'� 2 2 92 co Oy2
9�% $ '
11.5
9 668
M
05 1y 902 1 06' 6y51 61 V
016 Oeg2 ya° y� 6 5, N
9 9a6 ygy N
02' g2.9 yg 80 20
0 9`• �61 ypo° �2a ea AO 12 m
�• 1 a2 a1 �1 �2
00 9g1a 11 �• 9y� �g� 1y
0•
•S• 0 ,
\ , 0a 9yy2 9 01
2 `L 2 285
�4 o
ST
CAR
LU
O �
To of Cla As Built Survey REWSIONs
p y y
Anson County L andr// (Allied Waste Owner) MCM 2 9 08
Anson County North Carolina
orig. scale 50 Date. • 2128108
Surveyed by: Lawrence Associates, P.A.
106 W. Jefferson St. P.O. Box 1014
Monroe, North Carolina 28112 704 289-1013
fob No.1952 Omwin life sub wde onf t of co% veri�rcotio�n—E�afi��it A Drowin no.08 24
G\proj\1952Anson landf8l\Subgrade and top of clay verlfleatlon-Exhibit A.dwg 2/22/2008 &56t27 AM EST

1
i
r
/ ✓W aW Ys mW W NN �W NW WW W
S
9 �w .s, 1PrW W� rn
lip �� S 9c, 11011
.sW � a p S9 �� 2S r iar WWI N
o �W NWr ,�° ,� Ss 2SS �8 � ,� m✓�'cp �� N ✓NN
A
s' Ve
° ° v WA Nro
W u tx W 0
W
Yo y7 � � � W� (V
w �p 99 N� W �d a
tP O
0 6W c� 'pW .fl a N Nye
i°as ° W
W� W
W10 ✓
w $
w° ✓W ✓ ✓ ✓
✓° W ry rs ✓W ✓-� ✓W ✓W o lib w
r+
0��, grunur �
FESS/ 9,
90 0!S W
Cover As Built Survey RE14SIONS
rawn j2y UM
Anson County Landr// (A/lied waste Owner)
Anson County North Carolir7 a
Orig. scale I ` 50 Date.- 2128108
Surveyed by: Lawrence Associates, P.A.
106 W. Jefferson St. P.O. Box 1014
Monroe, North Carolina 28112 704 289-1013
Job No.1952 Drawing file sub rode anf top of cola verification -Exhibit A Drawingno.08 24
G\proj\1952Anson landfill\Subgrade and top of clay verification -Exhibit A.dwg 2/22/2008 815627 AN EST

ATLANTIC COAST
CONSULTING, INC.
630 Colonial Park Drive
Suite 110
Roswell, GA 30075
o 770.594.5998
f 770.594.5967
www.aticc.net
YROJECl,:
ANSON COUNTY
LANDFILL
CLIENT:
ALLIED WASTE
ALLIED WASTE
INDUSTRIES, INC.
NOTES:
Drawn by: A M Checked by:
TTS M[ (
PROTECT NUMBER:
I001-125
5e"0n.0�piy
LINER SKETCH
(-ell 16
SHEET 1 OF 1