Manchester Landfill Plan

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