67.5
67.6
67.6
67.7
67.7
67.7
67.8
68.1
68.2
68.2
68.3
68.3
68.8
68.8
69.0
69.0
69.1
69.3
69.3
69.5
70
70
7070
70
70
70
70
70
70
70
70.7
70.7
71.0
71.5
71.571.6
72.3
72.8
73.1
73.2
73.4
73.9
75.0
75.1
75.5
76.4
78.3
79.2
79.679.8
80
80
80
80
80
80
80
8080
80
80
80
80
80 80
80
80
80
80
80
80
80
80.7
80.9
80.980.9(est.)
81.081.3
81.582.4
82.682.7
83.1
83.8
84.3
84.7
84.7
84.8
84.9
84.9
84.9
85.0
85.0
85.3
85.3
85.4
85.6
85.6
85.886.2
86.3
86.3
86.7
86.7(est.)
86.7
86.8
86.8
86.8
87.0
87.0(est.)
87.0
87.3
87.3
88.6
88.8
89.0
89.389.3(est.)89.4
89.7(est.)
89.889.8(est.)
90
90
90
9090
90
90
90
90
90
90
90
90
90
90
90
90
90
90 90
90 90
90
90
90
90
90
90
90
90
90
90
90.4
90.7
91.0(est.)
91.1
91.191.2(est.)
91.3(est.)
91.4
92.8
92.9
92.9
93.0
93.193.1(est.)
93.193.1
93.193.1(est.)
93.2
93.2
93.3
93.4
93.493.6
93.7(est.)
94.2
94.7
95.2
95.2
95.3
95.4
95.5
95.7
95.8
96.2
96.4
96.4
96.5
SILT FENCE
96.8
96.9
97.0
97.0
97.1
97.2
97.3
97.4
97.5
97.7
SILT FENCE
98.4
98.4
98.6
99.1
99.3
99.3
99.5
99.599.5
99.6
99.9
100
100
100
100100
100100
100
100100
100
100100
100100
100100
100
100
100100
100100
100
100
100100
100
100
100
100
100
100
100
100
100
100100
100
100100100
100
100
100
100
100
100
100
100100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100.2
100.3
100.3
100.4
100.4
100.5
100.7
100.7
100.8
100.9
101.4
101.4
101.5
101.5
102.4
102.5
102.8
103.0
103.1
103.1
104.4
104.6
104.8
104.9104.9
105.0
105.0
105.6
105.6
105.7
106.3
106.3
PILE
PILE
107.0
107.1
DEBRIS
107.5 108.1
108.2
108.5
109.1
PILE
110
110
110
110
110110
110
110
110
110110
110110
110
110
110
110
110
110
110
110
110110
110
110
110
110
110
110
110
110
110
110
110
110
110
110
110
110
110
110.2
PILE
111.3112.2
113.2
DEBRIS
117.8
PILE
120 120
120
120
120
120
120
120
120120
120
120120
120
120
120
120
120
120
120
120120
120
120
120
120 120
120
120
120
120
120
120
120
120
121.5
PILE
126.6
130
130
130
130130
130
130
130
13013
0
130
130
130
130
130
130
130
130
130130130
130130
130
130
130
130
130
130
130130
130
135.1
135.1
136.6
136.9
137.1
137.1
138.8
139.2
140
140
140
140
140
140
140 140
140
140
140
140
140
140
140
140
140
140
140
140140
140140
140
140
140
140
140
140
140
140
140.6
140.7
140.8
140.9
141.2
141.2141.4
141.6
141.6
141.7
142.4
142.4
142.4
142.9
143.1
143.1
143.2
143.2
143.3
143.4
143.4
144.7
144.7
144.9
144.9
145.0
145.1
145.1
145.6
147.4
147.4
147.5
148.7
149.2
149.5
149.5
149.6
149.6
150
150
150
150
150
150
150
150
150
150
150150
150
150150
150
150
150
150
150
150
150
150
150
150
150 150
150.6
151.1
151.2
151.4
151.6
153.3
155.0 159.3
160
160
160
160
160
160
160
160
160
160
160160
160160
160
160
160
160
160
160
160
160
160
160
160
161.3161.8 162.9
169.0
169.2
170
170
170
170 170
170
170
170
170
170170
170
170
170
170
170
170
170
170
170
170170
170
170.6171.0
176.5
176.8
177.0
177.4
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180180
180
180
183.2184.7184.8
185.0
185.3
185.8
186.8
186.8
186.9
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
191.4
195.6
196.5
197.2
197.3
198.4
198.7
198.9
199.0
199.0
199.1
200
200
200
200
200
200
200
200
200
200
2002
00
200
200200
200.9
201.3
201.3
202.2
202.7
203.0
204.6
205.8
206.8
207.8
208.7
209.2
210
210
210
210
210
210
210
210
210
210
21021
0
210
210.7
211.3
212.9
213.6
214.6
215.5
215.6
217.0
217.4
218.1
218.4
218.8
219.4219.7
220
220
220
220
220
220
220
220
220.7
221.0
221.1
221.4
222.6
224.3
230
80
90
100
100
110
110
120130
140150
150
100
150
160
160
110
170
170
180
180
190
190
200
200
210
210
220
220
230
230
240
240
+ 246.0
+ 250.0
843500
843000
842500
842000
10
49500
10
50000
10
50500
10
51000
10
51500
10
52000
843500
1051500
10
52
000
10
510
00
842000
10
49
500
10
50
000
10
50
500
843000
842500
200
200
140
120
+ 246.0
+ 250.0
0
SCALE: 1"= 100
100 200 300 400
NOT RELEASED FOR CONSTRUCTION
ENGINEERING SERVICES, INC.ANCHOR
Civil Engineering Land Surveying
www.anchorengr.comFax: (860) 633-5971
Phone: (860) 633-8770Glastonbury, CT 06033
41 Sequin Drive
PROJ. ENGINEER
PROJ. MANAGER
OFFICE REVIEW
PROJECT DATE
KRG
MNB
DSA
REVISIONS
SCALE: 1"= 100
LANDFILL WAY
PREPARED FOR TOWN OF MANCHESTER
MANCHESTER SANITARY LANDFILL
MSE BERM WALL LOCATION PLAN
MSE BERM WALL PROJECT
SHEET NO. OF1 1
Environmental Consulting Construction Management
FEB. 2014
MANCHESTER, CT
185-90
J:\185\20\Design\ANNUAL MAPS\2014 Annual Map\DESIGN_2014
Manchester LF Annual Map.dgn
REFERENCES:
NOTES:
LEGEND:
SALT SHED
COMPOSTING CENTER
AERIAL TOPOGRAPHY, SCALE 1"= 100THE TOWN OF MANCHESTER. NOVEMBER
19, 2014LANDFILL AREA TAKEN FROM MAPPING PROVIDED BYTOPOGRAPHIC AND
PLANIMETRIC FEATURES OF THE1.
PROPOSED FINAL CONTOURS
PERMITTED LIMIT OF WASTE
DIVERSION DITCH
EXISTING TREELINE
EDGE OF WATER
EDGE OF ACCESS ROAD
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
FACILITYWASH
PLANTTREATMENT
TH
RA
LL
RO
AD
L
AN
D
FILL W
AY
ANCHOR ENGINEERING SERVICES.JULY 2013 AND TP-22 THROUGH TP-35 IN
OCTOBER 2013 BYDEEP HOLE SOIL TEST PITS TP-1 THROUGH TP-21
PERFORMED IN1.
DRIVE (TYP.)EXISTING LANDFILL ACCESS
(SEE NOTE NO. 1)EXISTING TEST PIT LOCATION
PROPOSED LOCATION OF MSE BERM WALL (TYP.)
PROPOSED LOCATION OF MSE BERM WALL (TYP.)
EXISTING LIMIT OF THRALL ROAD (TYP.)
TO REFLECT MSE BERM WALLPROPOSED FINAL GRADING PLAN
GRADING PLANAPPROVED FINAL
PERMITTED LIMIT OF WASTE
TRANSFER STATION
TP-22
TP-23
TP-24
TP-25
TP-26 TP-27
TP-28 TP-29 TP-30
TP-31
TP-32
TP-33 TP-34
TP-35
TP-1
TP-2
TP-3
TP-4
TP-5
TP-6
TP-7 TP-8
TP-9
TP-10
TP-11
TP-12
TP-18 TP-19
TP-13
TP-14
TP-15
TP-16
TP-17
TP-20
TP-21
