GR

EE

N B

US

H R

OA

D

W. THOMPSON POINT ROAD

12" CMPINV.=188.9FULL SEDIMENT

12" CMPINV.=189.3FULL SEDIMENT

SWALE

12" CMPINV.=198.8FULL SEDIMENT

12" CMPINV.=199.7FULL SEDIMENT

SWAL

E

BRACEPOLE

18" MAPLE

18" ASH

16" MAPLE

16" LOCUST

18" MAPLE

16" MAPLE

20" MAPLE22" MAPLE

26" MAPLE

26" MAPLE

24" MAPLE

20" MAPLE

22" MAPLE

14" MAPLE16" MAPLE

SWAL

E

SWALE

20" MAPLE

18" MAPLE 16" BEECH

28" MAPLE

PILE

14" MAPLE

30" MAPLE

20" MAPLE

20" MAPLE

22" MAPLE

30" MAPLE

14" MAPLE

14" MAPLE

14" MAPLE

16" MAPLE

18" MAPLE18" MAPLE

18" MAPLE20" MAPLE

PATH

THRESHOLD198.9±

THRESHOLD199.1

STONE WALL

TEMPORARY BENCHMARKTOP OF WELLELEV.=198.07

28" MAPLE

20" MAPLE

18" MAPLE

28" MAPLE

CEDARS

WOODS12" SPRUCE

BERRIES

GARDEN

10" CEDAR

BERRIES

WOODS

4" MAPLE

4"

GREEN

HOUSE

WO

OD

S R

OAD

WOODS ROAD14" MAPLE

18" BASSWOOD

WALL

THRESHOLD190.6

10" SPRUCE

4" CEDAR

4" CEDAR

BARNDIRT FLOOR

STONES

WOODS

22" ASH

18" ASH

14" MAPLE20" MAPLE

22" MAPLE

(2) 28" MAPLE

30" MAPLE

30" MAPLE

22" MAPLE

20" ASH

28" MAPLE

18" MAPLE 24" MAPLE

26" MAPLE

18" ASH

20" ASH REM

NAN

T O

F ST

ON

E W

ALL

24" MAPLESHEDW/ OIL TANKPROPANE

TANK

30" MAPLE

22" MAPLE

18" MAPLE

CONC.197.9

18" MAPLE

24" MAPLE

12" RBF

2.0 AGTOWN

OE

OE

OE

OE

OE

OE

OE

18" MAPLE

26" MAPLE

26" MAPLE

STONES

2" MAPLE

8" MAPLE

6" MAPLE

30" MAPLE

STONE PADWATER PRE-HEATER TANK

EDGE OFGRAVELDRIVE

EDGE OFPAVED ROAD

EDGE OFGRAVEL

214

214213

211

209

208

207

206

204

202

204203

206

211

212

213

201

197196

198

194

191192

193

194

197

196

198

199

196197

198

199

201

202

203

204

206207

208

211212

193

194

192

186

187188

189

191

192

193194

196

197

198

199

201

167

168

169

171

172

173

174

177

178

179181

182

183

184

186187

188189

191192

176177

178179

181182

183184

193

194

194

196

197

198

199

186187

188189

190

195

200

200

205

210

210

205

200

190

190

180175

185

195

12" CRF

0.5 AG

12" IRF

0.5 AGDISTURBED

50'

SETBAC

K

50'SETBACK

50'SETB

AC

K

EXISTING WELL SHIELD

60' R.O.W.

60' R.O

.W.

50'SETBACK

EXISTING DRIVEWAY

10'MIN.

112" SDR 26 PVC

FORCE MAIN

FM

SS

4" SDR 35 PVCMIN. SLOPE 14" / FT. (TYP.)

1000 GAL.SEPTIC TANK

SIMPLEX PUMP STATIONPOSSIBLE DRIVEWAYCONFIGURATION

POSSIBLE BUILDINGLOCATION

SEE SHEET C1.1 FORDETAILED LAYOUT

EXISTING DRIVEWAY

WASTE

WATE

R ISOLA

TION A

REA FROM

NEW

/ EXIS

TING W

ELLS

100'

200'

PROPOSED WELLSEE ISOLATIONAREA ON LOCUSTMAP THIS SHEET

APPROX. LOCATIONOF EXISTING WWDISPOSAL SYSTEM

W

34" HDPE

PROPOSED WELLISOLATION AREA

GR

EE

N B

US

H R

OA

D

W. THOMPSON

POINT ROADE. THOMPSON

POINT ROAD

RA

IL R

OA

D

190

180 170

160

200

210

220

230

220

210

200190

180

170

160

150

140

546±4±

764±

1070±

249±

198±

WELLISOLATIONAREA

DSM

DSM

MAB

1" = 30'

16162

C1.0--

LOCATION MAP1" = 2000'

LaBERGE

4650 GREENBUSH ROADCHARLOTTE

VERMONT 05445

PROPOSEDCONDITIONS SITEPLAN

PROJECT

LOCATION

A

CE

NOTES

1. UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALLUTILITIES LOCATED UPON OR ADJACENT TO THE SURVEYED PREMISES.EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. THE CONTRACTORSHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALL DISCREPANCIES SHALL BEREPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIG SAFE(888-344-7233) PRIOR TO ANY CONSTRUCTION.

2. PROPERTY LINE INFORMATION IS BASED ON A PLAN ENTITLED "SUBDIVISION BYROBERT A. LABERGE SHIRLEY M. LABERGE" DATED: NOVEMBER 1986 PREPAREDBY GLENN TOWNE. THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOTINTENDED TO BE USED AS ONE. MONUMENTATION RECOVERED IS CONSISTENTWITH RECORDED DOCUMENTS.

4. SITE INFORMATION IS BASED ON A FIELD SURVEY PERFORMED BY CIVILENGINEERING ASSOCIATES, INC JUNE 2016. CIVIL ENGINEERING ASSOCIATES,INC. SURVEY ORIENTATION IS "GRID NORTH", VERMONT COORDINATE SYSTEMOF 1983 (HORIZONTAL) AND NAVD88 (VERTICAL) ESTABLISHED FROM GPSOBSERVATIONS ON SITE.

3. CONTOUR INFORMATION IS BASED UPON A SURVEY PERFORMED BY CIVILENGINEERING ASSOCIATED AND LIDAR DATA FROM 2004. HORIZONTAL ANDVERTICAL DATUM BASED ON VCS NAD 83 AND NAVD 88. TEST PIT AND SUBJECTPROPERTY WELL LOCATIONS WERE SITE LOCATED. ALL OTHER SITEINFORMATION IS BASED UPON ORTHOMETRIC PHOTOGRAPHY .

LOCUST MAPSCALE 1" = 200'

4650 GREENBUSH ROADCHARLOTTE

VERMONT 05445

LEGEND

OE

S

W

100 EXISTING CONTOUR

EXISTING GRAVEL

EXISTING PAVEMENT

EXISTING SWALE

EXISTING OVERHEAD ELECTRIC

EXISTING GRAVITY SEWER

EXISTING WATER

TEST PIT

PERCOLATION TEST

PROJECT BENCHMARK

EXISTING WELL

EXISTING UTILITY POLE

EXISTING GUY WIRE/POLE

EXISTING DECIDUOUS TREE

EXISTING CONIFEROUS TREE

EDGE OF BRUSH/WOODS

APPROXIMATE SETBACK LINE

APPROXIMATE PROPERTY LINE

IRON ROD/PIPE FOUND

PROPOSEDACCESSORYSTRUCTURE

PROPOSED WELL

P:\A

utoC

AD

D P

roje

cts\

2016

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\Dw

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