NOTICE OF INTENT PLAN

USGS LOCUS MAP

NOTICE OF INTENT PLAN

BOLTON, MATHE WOODS AT FARM ROAD

RECORD INFORMATIONPROJECT SITE

SHEET INDEX

TITLE SHEET

1 OF 7

2014 ORTHOPHOTO LOCUS

FARM ROAD, MAP 3.C PARCEL 72

DILLIS &

CIVIL DESIGN GROUP

CIVIL ENGINEERS LAND SURVEYORS WETLAND CONSULTANTS

ROY

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PROJECT AREA

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SHEET NO.

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DRAWING NO.

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JOB NO.

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OWNER:

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APPLICANT:

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SCALE:

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COPYRIGHT DILLIS & ROY CIVIL DESIGN GROUP, INC 2020

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DESIGN BY:

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DRAWN BY:

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CHECKED BY:

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DATE:

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SCALE: 1"=1,100'±

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%%URECORD OWNER:

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%%UDEED REFERENCE:

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%%UASSESSORS REFERENCE:

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MAP:3.C PARCEL: 72

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%%UPLAN REFERENCE:

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%%UZONING DISTRICT:

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RESIDENCE DISTRICT

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THE WOODS AT FARM ROAD

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56 CENTRAL AVENUE #1

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NEWTON, MASSACHUSETTS

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BOOK 66035 PAGE 275

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PLAN BOOK 772 PLAN 46

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N

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TITLE SHEET

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SHEET 1

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EXISTING CONDITIONS PLAN

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SHEET 3

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SHEET 4

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GRADING & DRAINAGE PLAN

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NOTES, SYMBOLS & ABBREV.

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SHEET 2

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SHEET TITLE

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SHEET NUMBER

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BOLTON, MASSACHUSETTS

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6047-TITLE

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6047

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FMM

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12/1/2020

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SD

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FMM

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THE WOODS AT FARM ROAD, LLC

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SHEET 6

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EROSION & SEDIMENTATION CONTROL PLAN

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NOT TO SCALE

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SHEET 5

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GRADING & DRAINAGE DETAILS 1

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NO.

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BY

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DATE

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DESCRIPTION

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SHEET 7

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EXISTING STRUCTURE REMOVAL PLAN

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LATEST REVISION DATE

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12/1/2020

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PREPARED BY:

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12/1/2020

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12/1/2020

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12/1/2020

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12/1/2020

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12/1/2020

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12/1/2020

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12/1/2020

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1 MAIN STREET, SUITE 1

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LUNENBURG, MA 01462

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PHONE: (978) 779-6091

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www.dillisandroy.com

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%%UCOMPREHENSIVE PERMIT:

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THE SITE IS SUBJECT TO A COMPREHENSIVE PERMIT ON FILE AT THE WORCESTER REGISTRY OF DEEDS IN BOOK 63831 PAGE 194

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%%UORDER OF RESOURCE AREA DELINEATION

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THE SITE IS SUBJECT TO AN ORDER OF RESOURCE AREA DELINEATION ON FILE AT THE WORCESTER REGISTRY OF DEEDS IN BOOK 60537 PAGE 4

X X

LEGEND

ABBREVIATIONS

NOTES, SYMBOLS AND ABBREVIATIONS

2 OF 7

GENERAL NOTES: NOTES/SPECIFICATIONS:

DILLIS &

CIVIL DESIGN GROUP


ROY

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PROPOSED LIGHT POLE

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PROPOSED TELEPHONE POLE

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PROPOSED HYDRANT

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PROPOSED SANITARY MANHOLE

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PROPOSED STORM WATER MANHOLE

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PROPOSED TELEPHONE MANHOLE

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PROPOSED ELECTRICAL MANHOLE

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PROPOSED DOUBLE CATCH BASIN

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PROPOSED WATER GATE VALVE

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PROPOSED GAS GATE VALVE

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PROPOSED ELECTRICAL JUNCTION BOX

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PROPOSED GAS METER

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PROPOSED TRAFFIC SIGNAL SWITCH

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PROPOSED SIGN

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BORING

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STANDARD TREE

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PINE TREE

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PROPOSED STONE BOUND

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PROPOSED WATER SHUTOFF

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PROPOSED POST

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T

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E

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B

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G

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TS

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E

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CB

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T

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PROPOSED CATCH BASIN

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PROPOSED ELECTRICAL TRANSFORMER

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GV

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GV

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DCB-1

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CB-1

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WSO

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DMH-1

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SMH-1

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S

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B-1

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HANDICAPPED SPACE

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PROPOSED FLARED END SECTION

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FES

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PROPOSED RIPRAP

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PROP. FEATURE

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DESCRIPTION

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PROP. SYM.

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DESCRIPTION

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PROPERTY LINE

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EASEMENT LINE

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REPLICATED WETLANDS

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CHAIN LINK FENCE

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WOOD FENCE

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GUARD RAIL

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WIRE FENCE

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W

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G

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E

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D

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CATV

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PROPOSED WATER LINE

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PROPOSED GAS LINE

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PROPOSED ELECTRICAL LINE

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PROPOSED STORM DRAIN

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PROPOSED TELEPHONE LINE

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PROPOSED CABLE LINE

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S

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PROPOSED SANITARY SEWER

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HAYBALES

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POURED CONCRETE RETAINING WALL

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PROPOSED EDGE OF PAVEMENT

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PROPOSED UNPAVED ROAD

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PROPOSED CONTOUR (INDEX)

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PROPOSED CONTOUR (INTERMEDIATE)

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180

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179

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PROPOSED SPOT ELEVATION

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PROPOSED BUILDING/HOUSE

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TREE LINE

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SHRUB

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175x5

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T

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TREE LINE

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STONE RETAINING WALL

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RD

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PROPOSED ROOF DRAIN

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UD

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PROPOSED UNDER DRAIN

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PROPOSED BACK CAPE COD BERM

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EOP

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BCCB

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RET. WALL (STONE)

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RET. WALL (CONC.)

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CONC. BLOCK RETAINING WALL

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RET. WALL (BLOCK)

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PROPERTY LINE

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EASEMENT LINE

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CHAIN LINK FENCE

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WOOD FENCE

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GUARD RAIL

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WIRE FENCE

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W

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G

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E

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D

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CATV

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WATER LINE

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GAS LINE

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ELECTRICAL LINE

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STORM DRAIN

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ELEPHONE LINE

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CABLE LINE

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SANITARY SEWER

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STREAMS/RIVERS

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STONE RETAINING WALL

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STONE WALL

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EXIST. FEATURE

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DESCRIPTION

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T

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OW

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EXISTING OVER-HEAD WIRES

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LEDGE

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LIMIT OF BUFFER ZONE

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WETLANDS

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LEDGE

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WELL RADIUS

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100' WELL OFFSET

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CONCRETE RETAINING WALL

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CONC. WALL

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STONE WALL

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LIGHT POLE

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TELEPHONE POLE

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HYDRANT

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SEWER MANHOLE

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STORM WATER MANHOLE

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CATCH BASIN

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WATER GATE VALVE

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GAS GATE VALVE

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ELECTRICAL METER

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GAS METER

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TRAFFIC SIGNAL SWITCH

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SIGN

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PERC TEST

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TEST PIT

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MISCELLANEOUS MANHOLE

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WETLAND FLAG

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D

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G

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TS

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E

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S

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D

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Y

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H

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WF A1

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TP 1105-1

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PT A

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WV

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GV

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GUY WIRE

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T

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C

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T

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TRANS

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TEL

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O

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S

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W

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ELECTRICAL TRANSFORMER

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TELEPHONE BOX

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CABLE BOX

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FLAG POLE

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WATER SHUT OFF

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EXISTING CONTOUR (INDEX)

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EXISTING CONTOUR (INTERMEDIATE)

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180

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179

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EXISTING SPOT ELEVATION

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EXISTING BUILDING/HOUSE

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TREE LINE

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SHRUB

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TREE LINE

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EXIST. SYM.

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DESCRIPTION

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CLEANOUT

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FIRE ALARM

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FA

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WELL

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W

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VENT PIPE

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S

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S

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ABB.

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DESCRIPTION

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ATM ATMOSPHERIC TANK ATMOSPHERIC TANK UD UNDERDRAIN UNDERDRAIN FD FOUNDATION DRAIN FOUNDATION DRAIN F.S. FIRE SERVICE FIRE SERVICE FIRE SERVICE DOM. DOMESTIC WATER SERVICE DOMESTIC WATER SERVICE B.O WATER BLOW OFF WATER BLOW OFF DMH DRAIN MANHOLE DRAIN MANHOLE SMH SEWER MANHOLE SEWER MANHOLE ST SEPTIC TANK SEPTIC TANK PC PUMP CHAMBER PUMP CHAMBER DP1 DRAIN PIPE ID DRAIN PIPE ID SP1 SEWER PIPE ID SEWER PIPE ID DB DISTRIBUTION BOX DISTRIBUTION BOX SC STORMCEPTOR CATCH BASIN STORMCEPTOR CATCH BASIN GAL GALLON GALLON TOF TOP OF FOUNDATION TOP OF FOUNDATION EL. ELEVATION ELEVATION INV. INVERT INVERT WSO WATER SHUTOFF WATER SHUTOFF BCCB BITUMINOUS CAPE COD BERN BITUMINOUS CAPE COD BERN RET. RETAINING WALL RETAINING WALL C.O. CLEAN OUT CLEAN OUT INSP.T. INSPECTION PORT INSPECTION PORT VCC VERTICAL CONCRETE CURB VERTICAL CONCRETE CURB BCCB BITUMINOUS CAPE COD BERMBITUMINOUS CAPE COD BERM

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SHEET NO.

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DRAWING NO.

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JOB NO.

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NO.

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OWNER:

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APPLICANT:

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SCALE:

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DESIGN BY:

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DRAWN BY:

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DATE:

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6047-NOTES

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6047

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FMM

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12/1/2020

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SD

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FMM

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1. TOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN WAS PREPARED BY DUCHARME & DILLIS CIVIL DESIGN GROUP, TOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN WAS PREPARED BY DUCHARME & DILLIS CIVIL DESIGN GROUP, INC. BASED ON AN ON-THE-GROUND SURVEY ON A VERTICAL DATUM OF N.A.V.D 1988. 2. PROPERTY LINE INFORMATION SHOWN ON THIS PLAN WAS PREPARED BY DUCHARME & DILLIS CIVIL DESIGN PROPERTY LINE INFORMATION SHOWN ON THIS PLAN WAS PREPARED BY DUCHARME & DILLIS CIVIL DESIGN GROUP, INC. BASED ON AN ON-THE-GROUND SURVEY AND RECORDED PLANS AND DEEDS. (SEE WORCESTER REGISTRY OF DEEDS PLAN BOOK 772, PLAN 46). 3. WETLAND RESOURCE AREAS ARE SHOWN BASED ON AN ORDER OF RESOURCE AREA DELINEATION ON FILE AT THE WETLAND RESOURCE AREAS ARE SHOWN BASED ON AN ORDER OF RESOURCE AREA DELINEATION ON FILE AT THE WORCESTER REGISTRY OF DEEDS (DEP 112 - 0679) 4. NO PORTION OF THE SITE IS SHOWN TO BE LOCATED WITHIN THE 100-YEAR FLOOD ZONE PER FLOOD INSURANCE NO PORTION OF THE SITE IS SHOWN TO BE LOCATED WITHIN THE 100-YEAR FLOOD ZONE PER FLOOD INSURANCE RATE MAP 25027C0486F EFFECTIVE 7/16/14. 5. EXISTING UTILITIES SHOWN ON THIS PLAN WERE COMPLIED FROM FIELD MEASUREMENT AND RECORD PLANS. THE EXISTING UTILITIES SHOWN ON THIS PLAN WERE COMPLIED FROM FIELD MEASUREMENT AND RECORD PLANS. THE UTILITIES SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY AND SHOULD NOT BE ASSUMED TO BE CORRECT NOR SHOULD IT BE ASSUMED THAT THE UTILITIES SHOWN ARE THE ONLY UTILITIES LOCATED ON OR NEAR THE SITE. THE CONTRACTOR SHALL CALL DIG SAFE 1-888-DIG-SAFE PRIOR TO CONSTRUCTION IN ACCORDANCE WITH STATE LAWS. 6. THIS PLAN IS INTENDED FOR THE FILING OF A COMPREHENSIVE PERMIT WITH THE BOLTON ZONING BOARD OF THIS PLAN IS INTENDED FOR THE FILING OF A COMPREHENSIVE PERMIT WITH THE BOLTON ZONING BOARD OF APPEALS.

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ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE COMPREHENSIVE PERMIT. IN THE EVENT OF A CONFLICT BETWEEN THE PERMIT AND THESE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER FOR CLARIFICATION PRIOR TO CONSTRUCTION. 1.0 SITE PREPARATION SITE PREPARATION 1.1 TREE CLEARING TREE CLEARING 1.1.1 ALL EROSION CONTROL SHALL BE PLACED PRIOR TO TREE REMOVAL. ALL EROSION CONTROL SHALL BE PLACED PRIOR TO TREE REMOVAL. 1.1.2 THE CONTRACTOR SHALL NOTIFY THE ENGINEER FOR STAKING OF THE LIMITS OF TREE REMOVAL REQUIRED FOR CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER FOR STAKING OF THE LIMITS OF TREE REMOVAL REQUIRED FOR CONSTRUCTION PRIOR TO BEGINNING WORK. 1.1.3 TREE DEBRIS SUCH AS CHIPS, TRUNKS AND STUMPS SHALL BE CHIPPED OR REMOVED FROM SITE IN ACCORDANCE WITH LOCAL, TREE DEBRIS SUCH AS CHIPS, TRUNKS AND STUMPS SHALL BE CHIPPED OR REMOVED FROM SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. WOOD WASTE SHALL NOT BE BURIED ONSITE. 1.2 EARTHWORK EARTHWORK 1.2.1 STRIP TOPSOIL FROM DRIVEWAY, SEPTIC AND BUILDING AREAS AREAS. STRIP TOPSOIL FROM DRIVEWAY, SEPTIC AND BUILDING AREAS AREAS. 1.2.2 STRIP SUBSOIL FROM UNDER DRIVEWAY WITHIN A 1 ON 1 INFLUENCE OF THE PROPOSED EDGE OF PAVEMENT. STRIP SUBSOIL FROM UNDER DRIVEWAY WITHIN A 1 ON 1 INFLUENCE OF THE PROPOSED EDGE OF PAVEMENT. 1.2.3 CONTRACTOR TO REMOVE UNSUITABLE MATERIAL, IF ENCOUNTERED, FROM THE SITE. CONTRACTOR TO REMOVE UNSUITABLE MATERIAL, IF ENCOUNTERED, FROM THE SITE. 1.2.4 SUB-SOIL MAY BE USED FOR NON-STRUCTURAL FILL ON SITE. SUB-SOIL MAY BE USED FOR NON-STRUCTURAL FILL ON SITE. 1.2.5 STOCKPILE TOPSOIL FOR REUSE ON SITE. STOCKPILE TOPSOIL FOR REUSE ON SITE. 1.2.6 CONTRACTOR TO FILL AREAS UNDER THE PROPOSED ROADWAY TO SUB-GRADE AS REQUIRED. CONTRACTOR TO FILL AREAS UNDER THE PROPOSED ROADWAY TO SUB-GRADE AS REQUIRED. 1.2.7 REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ADDITIONAL REQUIREMENTS PERTAINING TO STOCKPILING FOR REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ADDITIONAL REQUIREMENTS PERTAINING TO STOCKPILING FOR LONG PERIODS OF TIME. 1.3 COORDINATION WITH OTHER CONSTRUCTION ACTIVITIES COORDINATION WITH OTHER CONSTRUCTION ACTIVITIES 1.3.1 CONTRACTOR TO REFER TO THE APPROVED SDS PLANS FOR DETAILS PERTAINING TO THE CONSTRUCTION OF THE ON-SITE CONTRACTOR TO REFER TO THE APPROVED SDS PLANS FOR DETAILS PERTAINING TO THE CONSTRUCTION OF THE ON-SITE SEWAGE DISPOSAL SYSTEMS AND WELLS. 1.3.2 CONTRACTOR TO REFER TO THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ADDITIONAL REQUIREMENTS CONTRACTOR TO REFER TO THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ADDITIONAL REQUIREMENTS PERTAINING TO THE EROSION AND SEDIMENTATION CONTROL ON THE SITE DURING CONSTRUCTION ACTIVITIES. REFER TO COMPREHENSIVE PERMIT PLAN AND SEWAGE DISPOSAL SYSTEM DESIGN PLAN FOR MATERIALS REQUIREMENTS, ELEVATIONS & ADDITIONAL CONSTRUCTION REQUIREMENTS

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BY

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DATE

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DESCRIPTION

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PREPARED BY:

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LUNENBURG, MA 01462

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PHONE: (978) 779-6091

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F

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GENERAL NOTES:

EXISTING CONDITIONS PLAN

3 OF 7

SOIL TEST DATA

DILLIS &

CIVIL DESIGN GROUP


ROY

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POLE

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POLE

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POLE

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POLE

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CB

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WF/ A1

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WF/ A2

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WF/ A3

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WF/ A4

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WF/ A5

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WF/ A6

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WF/ A7

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WF/ A8

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WF/ A10

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WF/ A11

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WF/ A12

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WF/ A13

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WF/ A14

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WF/ A15

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WF/ A16

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WF/ A18

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WF/ A19

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WF/ A20

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WF/ A21

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WF/ A22

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WF/ A23

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WF/ A24

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WF/ A25

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WF/ A26

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WF/ A27

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WF/ A28

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WF/ A29

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WF/ A30

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WF/ A31

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370

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360

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360

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361

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362

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363

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364

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365

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366

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367

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368

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369

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351

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352

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353

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354

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355

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356

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352

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353

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354

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355

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356

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357

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358

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353

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354

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355

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356

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357

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358

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359

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360

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361

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362

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363

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364

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365

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366

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S84°52'15"W 200.00'

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S20°30'09"W 321.76'

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S09°20'54"W 100.00'

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N58°09'13"W 107.67'

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S88°22'20"W 62.00'

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N02°31'59"E

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21.35'

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N10°15'52"E 72.65'

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N11°57'22"E 143.49'

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N17°28'53"E 88.53'

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S85°13'10"E 85.35'

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S80°39'06"E 224.25'

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S80°39'06"E 101.06'

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S78°56'03"E 42.66'

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S79°07'15"E 78.69'

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WF/A35

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WF/A34

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WF/A33

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WF/A32

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x R2

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x R3

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x R1

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FOUNDATION REMNANT

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FOUNDATION REMNANT

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OHW

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OHW

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OHW

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OHW

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OHW

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OHW

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OHW

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OHW

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OHW

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OHW

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EDGE OF WETLANDS DEP #112-0679

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100' BUFFER ZONE

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100' BUFFER ZONE

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50' BUFFER ZONE

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25' BUFFER ZONE

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50' BUFFER ZONE

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100' RIPARIAN ZONE

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200' RIPARIAN ZONE

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STREAM

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BORDERING VEGETATED WETLAND

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MAP 3.C PARCEL 72 107,607± SF

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MAP 3.C PARCEL 4

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MAP 3.C PARCEL 7 196 BERLIN ROAD

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EXISTING OUTBUILDINGS

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TH-1218-2

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TH-1218-1

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TH-1218-4

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TH-1218-3

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TH-1218-5

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PA

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PB

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EXISTING OVERHEAD WIRE

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EDGE OF WETLANDS DEP# 112-0679

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EXISTING 12" HDPE INV. = 358.05

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SHEET NO.

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DRAWING NO.

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PREPARED BY:

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JOB NO.

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BY

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DATE

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NO.

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DESCRIPTION

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OWNER:

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APPLICANT:

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SCALE:

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DATE:

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0

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1 in. = 30 ft.

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15

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120

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60

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30

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30

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N

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1. TOPOGRAPHICAL INFORMATION SHOWN ON THIS PLAN WAS PREPARED BY DUCHARME & TOPOGRAPHICAL INFORMATION SHOWN ON THIS PLAN WAS PREPARED BY DUCHARME & DILLIS CIVIL DESIGN GROUP, INC. BASED ON AN ON-THE-GROUND SURVEY COMPLETED IN DECEMBER OF 2018. ELEVATIONS REFER TO NAVD 1988. 2. PROPERTY LINE INFORMATION SHOWN ON THIS PLAN WAS PREPARED BY DUCHARME & PROPERTY LINE INFORMATION SHOWN ON THIS PLAN WAS PREPARED BY DUCHARME & DILLIS CIVIL DESIGN GROUP, INC. BASED ON AN ON-THE-GROUND SURVEY AND RECORDED PLANS AND DEEDS. (SEE WORCESTER REGISTRY OF DEEDS PB 772, PLAN 46) 3. RESOURCE AREAS AS DEFINED BY THE MASSACHUSETTS WETLANDS PROTECTION ACT AND RESOURCE AREAS AS DEFINED BY THE MASSACHUSETTS WETLANDS PROTECTION ACT AND THE TOWN OF BOLTON WETLANDS BYLAW WERE DELINEATED BY DUCHARME & DILLIS CIVIL DESIGN GROUP, INC AND ARE SUBJECT TO AN ORDER OF RESOURCE AREA DELINEATION UNDER DEP FILE#112-0679. 4. EXISTING UTILITIES SHOWN ON THIS PLAN WERE COMPILED FROM FIELD MEASUREMENT AND EXISTING UTILITIES SHOWN ON THIS PLAN WERE COMPILED FROM FIELD MEASUREMENT AND RECORD PLANS. THE UTILITIES SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY AND SHOULD NOT BE ASSUMED TO BE CORRECT NOR SHOULD IT BE ASSUMED THAT THE UTILITIES SHOWN ARE THE ONLY UTILITIES LOCATED ON OR NEAR THE SITE. THE CONTRACTOR SHALL CALL DIG SAFE 1-888-DIG-SAFE PRIOR TO CONSTRUCTION IN ACCORDANCE WITH STATE LAWS. 5. THIS PLAN IS INTENDED TO SUPPLEMENT THE FILING OF A NOTICE OF INTENT. IT SHOULD THIS PLAN IS INTENDED TO SUPPLEMENT THE FILING OF A NOTICE OF INTENT. IT SHOULD NOT BE USED FOR ANY OTHER PURPOSE.

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6047-EXISTING

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6047

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FMM

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2/4/2020

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SD

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FMM

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NO.

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BY

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DATE

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DESCRIPTION

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DESIGN BY:

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DRAWN BY:

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CHECKED BY:

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NONE

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NONE

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12/20/18

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OBSERVED

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NONE

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16-36"

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12-16"

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355.5%%P

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1218-1

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0-12"

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C. S&G

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L.S.

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S.L.

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10YR 5/6

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10YR 5/8

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10YR 3/3

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C1

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B

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A

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NONE

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AT 48" (ELEVATION = 351.5%%P)

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DATE OF TEST:

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DEEP TEST PIT:

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REFUSAL AT:

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ESTIMATED SEASONAL HIGH GROUND WATER

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(SURFACE ELEV. = )

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WILLIAM J. "JACK" MALONEY, JR. (SE-13704)

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MINUTES

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PER INCH

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RATE:

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36"

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BOTTOM OF TEST HOLE

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12/20/2018

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DATE

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NO.

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PIT

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TEST

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NAME OF SOIL EVALUATOR:

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PERCOLATION TEST DATA

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DEPTH FROM

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SURFACE

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BOLTON BOARD OF HEALTH

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WILLIAM BROOKINGS, N.A.B.O.H. AGENT

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ELEVATION

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G.WATER

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GROUNDWATER

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OBSERVED

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DEPTH TO

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NO.

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PIT

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TEST

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IN-SEASON GROUND WATER TESTING - (IF REQ'D)

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DATE

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NAME OF APPROVING AUTHORITY:

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1218-A

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2 M/I

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SURFACE

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ELEVATION

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ELEVATION

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SURFACE

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36"

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12/20/2018

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1218-B

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2 M/I

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NONE

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NONE

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NONE

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GENERAL NOTES:

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SOIL LIMITATIONS:

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LAND FORM:

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SOIL CLASSIFICATION:

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GEOLOGICAL MATERIAL:

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NONE

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OUTWASH PLAIN

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PROGLACIAL OUTWASH

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249A

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HOR.

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DEPTH

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TEX.

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COLOR

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MOTT.

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G.W.

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OTHER

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DUCHARME AND DILLIS CIVIL DESIGN GROUP

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DEERFIELD LOAMY FINE SAND

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CRUMB, FRIABLE

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S.A.B., FRIABLE

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GRANULAR, FRIABLE

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355.5%%P

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355.0%%P

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16-84"

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M.S.

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10YR 5/4

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C2

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@ 56"

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@ 48"

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GRANULAR, FRIABLE

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NONE

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NONE

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12/20/18

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OBSERVED

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NONE

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15-48"

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10-15"

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354.7%%P

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1218-2

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0-10"

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C. S&G

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L.S.

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S.L.

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10YR 5/6

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10YR 5/8

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10YR 3/3

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C1

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B

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A

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NONE

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DATE OF TEST:

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DEEP TEST PIT:

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REFUSAL AT:

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(SURFACE ELEV. = )

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NONE

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NONE

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NONE

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HOR.

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DEPTH

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TEX.

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COLOR

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MOTT.

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G.W.

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OTHER

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CRUMB, FRIABLE

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S.A.B., FRIABLE

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GRANULAR, FRIABLE

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48-84"

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M.S.

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10YR 5/4

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C2

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@ 56"

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@ 48"

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GRANULAR, FRIABLE

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NONE

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NONE

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12/20/18

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OBSERVED

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NONE

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18-90"

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10-18"

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356.0%%P

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1218-3

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0-10"

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C. S&G

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L.S.

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S.L.

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10YR 5/4

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10YR 5/8

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10YR 3/3

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C

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B

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A

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NONE

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DATE OF TEST:

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DEEP TEST PIT:

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REFUSAL AT:

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(SURFACE ELEV. = )

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NONE

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@ 72"

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@ 66"

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HOR.

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DEPTH

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TEX.

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COLOR

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MOTT.

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G.W.

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OTHER

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CRUMB, FRIABLE

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S.A.B., FRIABLE

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GRANULAR, FRIABLE

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NONE

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NONE

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12/20/18

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OBSERVED

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NONE

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18-90"

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10-18"

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355.0%%P

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1218-4

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0-10"

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C. S&G

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L.S.

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S.L.

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10YR 5/4

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10YR 5/8

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10YR 3/3

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C

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B

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A

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NONE

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DATE OF TEST:

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DEEP TEST PIT:

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REFUSAL AT:

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(SURFACE ELEV. = )

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NONE

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@ 72"

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@ 66"

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HOR.

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DEPTH

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TEX.

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COLOR

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MOTT.

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G.W.

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OTHER

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CRUMB, FRIABLE

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S.A.B., FRIABLE

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GRANULAR, FRIABLE

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NONE

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NONE

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12/20/18

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@ 72"

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POSSIBLE

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18-72"

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12-18"

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364.5%%P

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1218-5

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0-12"

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C. S&G

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L.S.

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S.L.

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10YR 5/4

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10YR 5/6

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10YR 3/3

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C

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B

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A

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NONE

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DATE OF TEST:

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DEEP TEST PIT:

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REFUSAL AT:

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(SURFACE ELEV. = )

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NONE

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NONE

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@ 60"

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HOR.

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DEPTH

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TEX.

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COLOR

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MOTT.

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G.W.

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OTHER

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CRUMB, FRIABLE

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S.A.B., FRIABLE

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GRANULAR, FRIABLE

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LUNENBURG, MA 01462

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PHONE: (978) 779-6091

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F

A

R

M

R

O

A

D

B

E

R

L

IN

R

O

A

D

NOTES/REFERENCES:

GRADING & DRAINAGE PLAN

4 OF 7

UTILITY/GRADING NOTES:

DRAINAGE STRUCTURE SCHEDULE:

DRAINAGE PIPE SCHEDULE:

DILLIS &

CIVIL DESIGN GROUP


ROY

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POLE

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POLE

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POLE

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POLE

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370

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360

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360

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361

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362

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363

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364

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365

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366

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367

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368

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369

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351

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352

AutoCAD SHX Text

353

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354

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355

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356

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352

AutoCAD SHX Text

353

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354

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355

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356

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357

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358

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353

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354

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355

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356

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357

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358

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359

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360

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361

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362

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363

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364

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365

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366

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x R2

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x R1

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W

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1057

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365.42

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WELL

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OHW

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OHW

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OHW

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OHW

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OHW

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OHW

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OHW

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OHW

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OHW

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OHW

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TBM NAIL IN POLE #2

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ELEVATION=360.26

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(ASSUMED)

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W

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UNIT 1 TOC 365.0 BSMT 357.4

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EDGE OF BORDERING

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VEGETATED WETLAND

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PROPOSED SAS

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PROPOSED WELL

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100' WETLAND BUFFER

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50' WETLAND BUFFER

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25' WETLAND BUFFER

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100' WETLAND BUFFER

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100' WELL RADIUS

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50' WELL RADIUS

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MAP 3.C PARCEL 4

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363

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364

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365

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366

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361

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360

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359

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358

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358

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359

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358

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362

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363

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362

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363

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364

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366

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366

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364

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360

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365

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PROPOSED SHARED DRIVEWAY

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PROPOSED BOULDER WALL

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363

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S

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S

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S

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363

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365

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365

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364

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362

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364

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361

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359

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360

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150' WELL RADIUS

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361

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366

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357

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356

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355

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354

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S

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S

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S

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S

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365

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361

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363

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365

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362

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360

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PROVIDE 20' (MIN) CLEAR FOOT PATH PER FIRE DEPT. REQUEST

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PROPOSED CATCH BASIN WITH BEEHIVE GRATE (TYP.)

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OS-3

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CB-1

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DP-A

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DP-B

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RAIN GARDEN #1

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DP-C

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DMH-4

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6" PERF PVCUNDERDRAIN

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DMH-2

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PROPOSED LEACHING CATCH BASIN (SEE DETAIL SHEET C4.1)

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DP-D

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MIRAFI FILTER FABRIC EVERY 10' ACROSS TRENCHES ON SIDES OF UNITS (TYP.)

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EXISTING BUILDINGS TO BE REMOVED - SEE SHEET C7.0

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LIMIT OF CLEARING

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x365.7

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x365.8

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x365.7

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x366.5

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x366.5

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x366.5

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x366.5

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366.5x

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364.5x

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364.5x

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366.5x

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366.7x

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366.6x

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363.4x

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366.5x

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SHEET NO.

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DRAWING NO.

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PREPARED BY:

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JOB NO.

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BY

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DATE

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NO.

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DESCRIPTION

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OWNER:

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APPLICANT:

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SCALE:

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DESIGN BY:

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DRAWN BY:

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CHECKED BY:

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DATE:

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A. GENERAL NOTES: 1. REFER TO SHEET 2 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS APPLICABLE TO REFER TO SHEET 2 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS APPLICABLE TO THIS SHEET.

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6047-GRADE

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6047

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FMM

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12/1/2020

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SD

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FMM

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0

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1 in. = 30 ft.

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15

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120

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60

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30

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30

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N

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1. CONTRACTOR SHALL PLACE ALL EROSION CONTROL MEASURES AS SHOWN ON SHEET 6 CONTRACTOR SHALL PLACE ALL EROSION CONTROL MEASURES AS SHOWN ON SHEET 6 PRIOR TO CONSTRUCTION. 2. CONTRACTOR TO COORDINATE ALL UTILITY WORK WITH THE APPROPRIATE UTILITY CONTRACTOR TO COORDINATE ALL UTILITY WORK WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO CONSTRUCTION. 3. FINAL LOCATION OF ELECTRICAL SERVICE TO BE DETERMINED BY POWER COMPANY. FINAL LOCATION OF ELECTRICAL SERVICE TO BE DETERMINED BY POWER COMPANY. 4. ALL GRADES SHOWN ARE FINISHED GRADE. CONTRACTOR SHALL CONSTRUCT PAVEMENT ALL GRADES SHOWN ARE FINISHED GRADE. CONTRACTOR SHALL CONSTRUCT PAVEMENT BASED ON DETAILS SHOWN ON SHEET C4.1. 5. STOCKPILING OF EXCESS MATERIAL SHALL BE DONE UPGRADIENT OF EROSION CONTROL STOCKPILING OF EXCESS MATERIAL SHALL BE DONE UPGRADIENT OF EROSION CONTROL BARRIER. 6. ALL DRAINAGE PIPE TO BE ADS N-12 OR EQUIVALENT. CONTRACTOR SHALL SUBMIT ALL DRAINAGE PIPE TO BE ADS N-12 OR EQUIVALENT. CONTRACTOR SHALL SUBMIT MANUFACTURES PIPE CERTIFICATIONS TO ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 7. CONTRACTOR TO STRIP TOP AND SUB SOIL FROM UNDER ALL PAVEMENT AND BUILDING CONTRACTOR TO STRIP TOP AND SUB SOIL FROM UNDER ALL PAVEMENT AND BUILDING AREAS. 8. REFER TO SUBSURFACE SEWAGE DISPOSAL SYSTEM PLAN FOR SYSTEM ELEVATIONS AND REFER TO SUBSURFACE SEWAGE DISPOSAL SYSTEM PLAN FOR SYSTEM ELEVATIONS AND SPECIFICATIONS. 9. REFER TO COMPREHENSIVE PERMIT PLAN FOR ADDITIONAL SITE REQUIREMENTS REFER TO COMPREHENSIVE PERMIT PLAN FOR ADDITIONAL SITE REQUIREMENTS 10. ALL TRUCKING TO AND FROM SITE SHALL BE BETWEEN THE HOURS OF 7 AM TO 5 PM ALL TRUCKING TO AND FROM SITE SHALL BE BETWEEN THE HOURS OF 7 AM TO 5 PM MONDAY THROUGH FRIDAY.

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NEWTON, MASSACHSUETTS

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NO.

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BY

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DATE

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DESCRIPTION

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CB-1 (DEEP SUMP) 4' 4' PRECAST RC RIM =364.50 INV. OUT = 362.0 (12-INCH HDPE SD) (DP-A)

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DP-A 12" 12" ADS N-12 SLOPE = 0.5% LENGTH = 58'±CB-1 TO DMH-2

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DP-B 12" 12" ADS N-12 SLOPE = 1.0% LENGTH = 61'±OS-3 TO DMH-4

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DMH-2 4' 4' PRECAST RC RIM =364.2 INV. IN = 361.70 (12-INCH HDPE) (DP-A)(6" UNDERDRAIN)

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DP-C 12" 12" ADS N-12 SLOPE = 1.0% LENGTH = 25'±DMH-4 TO GRASSED SWALE

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OS-3 (BEEHIVE GRATE) 4' (BEEHIVE GRATE) 4' 4' PRECAST RC RIM = 364.5 INV. OUT = 362.0 (12-INCH HDPE) (DP-B)

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DMH-4 (YARD DRAIN) 2' 2' 24" ADS TEE WITH NYLOPLAST COVER RIM = 361.5 INV. IN & OUT = 359.5 (12-INCH HDPE) (DP-C)

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LEACHING CATCH BASIN 4' 4' PRECAST RC GR =360.0 INV. IN = 357.5 (12-INCH HDPE)(TO INFILTRATION TRENCH)

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DP-C 12" 12" ADS N-12 SLOPE = 3.0% LENGTH = 16'±LEACHING CATCH BASIN TO INFILTRATION TRENCH

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LUNENBURG, MA 01462

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PHONE: (978) 779-6091

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GRADING & DRAINAGE DETAILS

5 OF 7

DRIVEWAY CROSS SECTION

DRAIN MANHOLE DETAIL (DMH-2)

FLARED END SECTION

CATCH BASIN W/ BEEHIVE GRATE (OS-3)

RAIN GARDEN DETAIL

DRIP LINE RECHARGE DETAIL

DEEP SUMP CONCRETE CATCH BASIN (CB-1)

YARD DRAIN (DMH-4)LEACHING CATCH BASIN INFILTRATION TRENCH

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CIVIL DESIGN GROUP


ROY

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1 " CLASS I BIT. CONC. TYIPE I-I TOP COURSE12" CLASS I BIT. CONC. TYIPE I-I TOP COURSE

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1 " CLASS I BIT. CONC TYPE I-II BINDER COURSE12" CLASS I BIT. CONC TYPE I-II BINDER COURSE

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EXISTING MATERIAL

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4" DENSE GRADED CRUSHED STONE BASE LAYER

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8" GRAVEL BASE

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8" GRAVEL JACKET

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1.1' OF PLANTING SOIL 40% SAND 20-30% TOPSOIL 30-40% COMPOST

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3" MULCH

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CATCH BASIN WITH BEEHIVE GRATE (OS-3) (SEE DETAIL THIS SHEET)

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6" PERFPVC UNDERDRAIN INV. = 362.08

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GROUNDWATER EL. = 360.0 (TH-5)

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TOP MULCH = 364.0

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12" OUTLET ELEV. = 362.0

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(TO DMH-4)

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TOP OS-3 ELEV. = 364.5

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6047-GRADE

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6047

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SHEET NO.

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DRAWING NO.

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JOB NO.

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OWNER:

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DATE:

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0

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1 in. = 20 ft.

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10

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80

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40

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20

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20

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NOT TO SCALE

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BY

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DATE

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NO.

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DESCRIPTION

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FMM

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12/1/2020

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SD

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NO.

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NOT TO SCALE

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FINISH GRADE

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LIMIT OF EXCAVATION

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UNDISTURBED MATERIAL

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GRAVEL FILL MAT. COMPACTED TO 95% OF THE MOD. DRY DENSITY. (SUBMIT DENSITY REPORT TO ENGINEER FOR APPROVAL)

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CIP CONC. COLLAR

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PRE-CAST CONC. ADJ. RINGS. MORTAR IN PLACE

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NOTES: 1. ALL PENETRATIONS AND ADJUSTING RINGS TO BE GROUTED.

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PRECAST ECCENTRIC CONE 48" TO 24"

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ADJUST FRAME AND COVER TO BE WITHIN " OF FIN. 14" OF FIN. GRADE.

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FRAME AND COVER TO BE EJIW NO. 2110 WITH "DRAIN" IN 3" LETTERING

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NOT TO SCALE

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PROPOSED EMBANKMENT

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RIP-RAP AREA AS SHOWN IN PLAN VIEW (SEE SHEET C4.0)

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9"-MINUS ANGULAR STONE RIP-RAP

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6" GRAVEL BASE OVER FILTER FABRIC

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NOT TO SCALE

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ADJUST TO GRADE USING BRICK & MORTAR FRAME TO BE SET IN FULL BED OF MORTAR

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CATCH BASIN FRAME & GRATE (NEENAH FOUNDRY R-2560EA OR EQUAL)

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SEAL WITH 1" BUTYL-RUBBER GAS TIGHT SEALANT (OR EQUAL)(TYP)

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LIMIT OF EXCAVATION

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12" ADS N-12 90° BEND OR"HOOD" TRAP

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SSHB C1.02.0 TYPE A MATERIAL COMPACTED TO 95% OF THE MOD. DRY DENSITY. (SUBMIT DENSITY REPORT TO ENGINEER FOR APPROVAL)

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6" PERF PVC UNDERDRAINELEV. = 362.08

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FINISH GRADE

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NOT TO SCALE

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NOT TO SCALE

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4"x4" P.T.TIMBER

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3/4"-1 1/2" STONE

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FOUNDATION

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6" Min.

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FINISHED

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EAVE

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ROOF

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GRADE

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BEYOND

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DRIP LINE

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3' DEEP (MIN)

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2'6" Min.

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FINISH GRADE

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ADJUST TO GRADE USING BRICK AND MORTAR. FRAME TO BE SET IN A FULL BED OF MORTAR

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NOT TO SCALE

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LIMIT OF EXCAVATION

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STANDARD OIL & GREASE HOOD TO MATCH DIMENSION OF OUTFLOW PIPE

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MIN. 0.12 SQ. IN. STEEL PER VERTICAL FOOT, PLACED ACCORDING TO AASHTO DESIGNATION M199 (TYP) (ABLE TO WITHSTAND H-20 LOADING)

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FLAT SLAB MAY BE USED IF NECESSARY (H-20 LOADING REQUIRED)

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SEAL WITH 1" BUTTL-RUBBER GAS TIGHT SEALANT (OR EQUAL) (TYP)

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FINISH GRADE

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TO GRASSED SWALE

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24" NYLOPLASTCOVER

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12"X24"X24" ADS TEE

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PIPE AS SHOWN ON PLAN

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3/4"-1 1/2" STONE

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6" MIN.

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NOT TO SCALE

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3' MIN.

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1'

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NOTE: THE YARD DRAIN SHALL BE CONSTRUCTED OF A 12X24X24-INCH ADS TEE WITH A 24" NYLOPLAST COVER (MODEL 7001-110-218) SET AT THE SPECIFIED ELEVATION. FIELD CUT VERTICAL ADS TEE, OR ADD A SECTION OF 24-INCH PIPE TO ACCOMMODATE THE REQUIRED RIM TO INVERT DIMENSION.

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EXISTING MATERIAL

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CATCH BASIN FRAME & GRATE (NEENAH FOUNDRY R-2560EA OR EQUAL)

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NOT TO SCALE

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FINISH GRADE

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GRAVEL FILL MAT.

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COMPACTED TO 95%%%

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OF THE MOD. DRY

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DENSITY. (SUBMIT

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DENSITY REPORT TO

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ENGINEER FOR

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APPROVAL)

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%%UNOTES:

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1. ALL PENETRATIONS

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AND ADJUSTING RINGS

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TO BE GROUTED.

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GRATED COVER TO BE INSTALLED

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AT FINISHED GRADE (EL. = 362.0)

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MIRAFI FILTER

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FABRIC

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3

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4

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"-

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1

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2

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" DOUBLE

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WASHED STONE

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FRAME AND COVER TO BE NEENAH

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FOUNDRY R-1555 HEAVY DUTY

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WITH "DRAIN" IN 3" LETTERING

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OPEN

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BOTTOM

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PRECAST LEACHING

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BASIN

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UNDISTURBED

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MATERIAL

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FRAME TO BE

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SET IN A FULL

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BED OF MORTAR

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OUTLET ELEV. = 359.5

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ELEV. = 357.5

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NOTES: 1. TRENCH TO BE LINED WITH MIRAFI 140N FABRIC. 2. EVERY 10 FEET, THE FABRIC SHALL BE PULLED UP VERTICALLY TO ACT AS A CHECK DAM, SLOWING WATER AS IT FLOWS ALONG THE FOUNDATION.

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NOT TO SCALE

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FINISH GRADE ELEV = 362.0-363.0

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6-INCH PERF PVCINV = 359.5

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TO LEACHING CATCH BASIN

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6-INCH PVCCLEAN-OUT TO GRADE

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3

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4

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"-

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1

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2

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" DOUBLE

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WASHED STONE

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MIRAFI FILTER

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FABRIC

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LUNENBURG, MA 01462

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PHONE: (978) 779-6091

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TO INFILTRATION TRENCH

F

A

R

M

R

O

A

D

B

E

R

L

IN

R

O

A

D

EROSION & SEDIMENTATION CONTROL PLAN

6 OF 7

EROSION CONTROL NOTES:

·

·SILTATION BARRIER

TEMP. CONSTRUCTION ENTRANCE DETAILSILT SACK

DILLIS &

CIVIL DESIGN GROUP


ROY

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103

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364.62

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SBDH(f)

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POLE

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POLE

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POLE

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CB

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370

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360

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360

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361

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362

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363

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364

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365

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366

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367

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368

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369

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351

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352

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353

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354

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355

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356

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355

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356

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357

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358

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353

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355

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357

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358

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359

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360

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361

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362

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363

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364

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365

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366

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OHW

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OHW

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OHW

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OHW

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OHW

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OHW

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OHW

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OHW

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TBM NAIL IN POLE #2

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ELEVATION=360.26

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(ASSUMED)

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W

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EDGE OF BORDERING

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VEGETATED WETLAND

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PROPOSED WELL

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100' WETLAND BUFFER

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50' WETLAND BUFFER

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25' WETLAND BUFFER

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100' WETLAND BUFFER

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100' WELL RADIUS

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50' WELL RADIUS

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MAP 3.C PARCEL 4

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363

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364

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365

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366

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361

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360

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359

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358

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358

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359

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358

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362

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363

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362

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363

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364

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366

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364

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360

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365

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363

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363

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365

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364

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359

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150' WELL RADIUS

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366

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357

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354

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365

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361

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362

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360

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PROPOSED CONSTRUCTION ENTRANCE (SEE DETAIL THIS SHEET)

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PROPOSED SILT SACK (SEE DETAIL THIS SHEET)

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PROPOSED SILTATION BARRIER (SEE DETAIL THIS SHEET)

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PROPOSED SILTATION BARRIER (SEE DETAIL THIS SHEET)

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SILT SACK TO BE INSTALLED PRIOR TO CONSTRUCTION

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EXISTING BUILDINGS TO BE REMOVED IN ACCORDANCE WITH BUILDING REMOVAL PLAN AND ORDER OF CONDITIONS

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MIRAFI GEOTEXTILE

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SHEET NO.

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DRAWING NO.

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JOB NO.

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OWNER:

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DESIGN BY:

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6047-EROSION

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6047

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0

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15

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60

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30

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A. MANAGEMENT STRATEGIES: MANAGEMENT STRATEGIES: 1. CONSTRUCTION SHALL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. CONSTRUCTION SHALL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 2. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY DISTURBANCE ON SITE. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY DISTURBANCE ON SITE. 3. AREAS WHICH ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. RETAIN EXISTING VEGETATION WHERE FEASIBLE. AREAS WHICH ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. RETAIN EXISTING VEGETATION WHERE FEASIBLE. 4. THERE SHALL BE NO STORAGE OF ANY KIND OF ANY CHEMICALS, PESTICIDES, FUELS AND OTHER POTENTIALLY TOXIC OR HAZARDOUS MATERIALS THERE SHALL BE NO STORAGE OF ANY KIND OF ANY CHEMICALS, PESTICIDES, FUELS AND OTHER POTENTIALLY TOXIC OR HAZARDOUS MATERIALS ON SITE. 5. NO DEBRIS, JUNK, RUBBISH OR OTHER WASTE MATERIALS SHALL BE BURIED ON THE SITE. NO DEBRIS, JUNK, RUBBISH OR OTHER WASTE MATERIALS SHALL BE BURIED ON THE SITE. 6. STUMPS AND OTHER WOOD DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH THE "POLICY ON THE DISPOSAL OF WOODWASTES" PUBLISHED STUMPS AND OTHER WOOD DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH THE "POLICY ON THE DISPOSAL OF WOODWASTES" PUBLISHED BY THE DEPARTMENT OF ENVIRONMENTAL AFFAIRS, DATED AUGUST 14, 1987. 7. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. B. MAINTENANCE/ PERFORMANCE STANDARDS: MAINTENANCE/ PERFORMANCE STANDARDS: ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL WITH AN ACCUMULATION OF " OR 12" OR MORE. THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR: 1. THE SILT FENCE BARRIERS SHALL BE CHECKED REGULARLY FOR TEARS, DETERIORATION, AND UNDERMINING. THE SILT FENCE BARRIERS SHALL BE CHECKED REGULARLY FOR TEARS, DETERIORATION, AND UNDERMINING. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE RESEEDED AS NEEDED. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE RESEEDED AS NEEDED. 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO THE PUBLIC ROAD. THIS MAY THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO THE PUBLIC ROAD. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2 INCH STONE AS CONDITIONS DEMAND AND OR CLEANOUT/REPLACEMENT OF STONE IF CLOGGING OR SEDIMENTATION OCCURS. ALL MATERIALS SPILLED DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO THE TOWN ROAD MUST BE REMOVED DAILY BY SWEEPING OR OTHER SUITABLE MEANS. 4. ALL AREAS ON SITE SUBJECT TO EROSION/SEDIMENTATION SHALL BE INSPECTED ON A REGULAR BASIS. ALL ITEMS SPECIFIED ON THIS AND ALL AREAS ON SITE SUBJECT TO EROSION/SEDIMENTATION SHALL BE INSPECTED ON A REGULAR BASIS. ALL ITEMS SPECIFIED ON THIS AND OTHER PLANS SHALL BE INSPECTED TO VERIFY THAT THEY ARE OPERATING AS DESIGNED AND INTENDED. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MAINTAIN AND REPAIR ALL STRUCTURES. 5. THE ENTIRE DRAINAGE SYSTEM SHALL BE INSPECTED ON A REGULAR BASIS AND PRIOR TO AND IMMEDIATELY AFTER ANY RAINFALL EVENT WHILE THE ENTIRE DRAINAGE SYSTEM SHALL BE INSPECTED ON A REGULAR BASIS AND PRIOR TO AND IMMEDIATELY AFTER ANY RAINFALL EVENT WHILE THE SITE IS DISTURBED. CATCH BASINS SHALL BE INSPECTED WEEKLY TO ENSURE THAT THEY ARE WATER TIGHT, HAVE ADEQUATE SUMP CAPACITY, THAT OIL AND GAS TRAPS ARE IN PLACE. THEY SHALL ALSO BE INSPECTED AFTER EVERY SIGNIFICANT RAINFALL EVENT (I.E. A TWO-YEAR STORM EVENT OR GREATER) DURING THE FIRST THREE (3) MONTHS OF BEING PLACED IN SERVICE TO ENSURE THAT THEY ARE FUNCTIONING IN AN ADEQUATE FASHION. THE BASINS SHALL BE CLEANED WITH A VACUUM TRUCK WHEN OF THE SUMP IS FILLED WITH SEDIMENT BUT 13 OF THE SUMP IS FILLED WITH SEDIMENT BUT NOT LESS THAN TWO (2) TIMES PER YEAR. AFTER THE FIRST THREE (3) MONTHS OF SERVICE THE BASINS SHALL BE INSPECTED NOT LESS THAN ONE (1) TIME PER YEAR TO ENSURE ADEQUATE FUNCTIONALITY. OIL/GAS TRAPS SHALL BE CLEANED WITH A VACUUM TRUCK AND MONITORED FOR HYDROCARBON BUILD UP SEMIANNUALLY DEWATERING OF EXCAVATIONS DURING CONSTRUCTION SHALL BE ADDRESSED ON AN INDIVIDUAL BASIS AS NEEDED. IF TEMPORARY DEWATERING IS REQUIRED ON THE SITE OR IN CLOSE PROXIMITY TO THE 100 FT BUFFER ZONE, SEDIMENT BASINS SHALL BE CONSTRUCTED OR SILT TRAPS SHALL BE UTILIZED. SILT TRAPS AND SEDIMENT BASINS SHALL BE MAINTAINED DURING THE DEWATERING OPERATION. D. TEMPORARY MEASURES: TEMPORARY MEASURES: : 1. PLACE SILT FENCE AND SILT FENCE WITH STRAW BALES AS SHOWN ON THIS PLAN. SILT FENCE WITH STRAW BALES IS TO BE PLACED AROUND PLACE SILT FENCE AND SILT FENCE WITH STRAW BALES AS SHOWN ON THIS PLAN. SILT FENCE WITH STRAW BALES IS TO BE PLACED AROUND FLOOD PLAIN REPLICATION AREA PRIOR TO DISTURBING THIS AREA. 2. IF LOAM IS PLACED OUTSIDE OF THE NORMAL GROWING SEASON SILT FENCE OR STRAW WADDLES SHALL BE PLACED BETWEEN THE LAWN AREA IF LOAM IS PLACED OUTSIDE OF THE NORMAL GROWING SEASON SILT FENCE OR STRAW WADDLES SHALL BE PLACED BETWEEN THE LAWN AREA AND PAVEMENT. 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCES AT PROPOSED DRIVEWAY ENTRANCES AS SHOWN ON THIS SHEET. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCES AT PROPOSED DRIVEWAY ENTRANCES AS SHOWN ON THIS SHEET. 4. DURING DRY PERIODS, PROVIDE MEANS FOR MITIGATION OF DUST, SUCH AS WATERING OF EXPOSED AREAS. DURING DRY PERIODS, PROVIDE MEANS FOR MITIGATION OF DUST, SUCH AS WATERING OF EXPOSED AREAS. 5. STOCKPILE LOCATIONS SHALL BE WITHIN THE PROPOSED LIMIT OF WORK. PLACE SILT FENCE AROUND ALL STOCK PILE AREAS. PILES LEFT FOR STOCKPILE LOCATIONS SHALL BE WITHIN THE PROPOSED LIMIT OF WORK. PLACE SILT FENCE AROUND ALL STOCK PILE AREAS. PILES LEFT FOR 21 DAYS OR MORE SHALL BE SEEDED OR COVER WITH PLASTIC SHEETING. STOCKPILES MUST BE LOCATED A MINIMUM OF FIVE (5) FEET FROM THE EROSION CONTROL BARRIER AND IN LOCATIONS TO MAXIMIZE THE OFFSET TO EXISTING WETLANDS. 6. WASTE DISPOSAL RECEPTACLES AND TRAILERS WILL BE USED FOR THE DISPOSAL OF CONSTRUCTION DEBRIS, WHICH WILL BE REMOVED FROM SITE WASTE DISPOSAL RECEPTACLES AND TRAILERS WILL BE USED FOR THE DISPOSAL OF CONSTRUCTION DEBRIS, WHICH WILL BE REMOVED FROM SITE ACCORDING TO STATE, LOCAL AND FEDERAL GUIDELINES. CONSTRUCTION DEBRIS WILL INCLUDE PAVEMENT, UTILITY, EARTH AND BUILDING MATERIALS THAT CANNOT BE REUSED. THE RECEPTACLES WILL BE LOCATED ON-SITE AND COVERED. 7. PLACE SILT SACKS INSERTS IN CATCHBASINS AFTER CONSTRUCTED. SILT SACKS ARE TO BE INSTALLED IN ALL CATCH BASINS ON SITE AND ANY PLACE SILT SACKS INSERTS IN CATCHBASINS AFTER CONSTRUCTED. SILT SACKS ARE TO BE INSTALLED IN ALL CATCH BASINS ON SITE AND ANY CATCH BASIN WITHIN ONE HUNDRED (100) FEET OF THE PROJECT AREA. 8. IN ADDITION TO WHAT IS DEPICTED ON THE PLANS, SILT FENCE SHALL BE PLACED DOWN GRADIENT (UP-GRADIENT OF ANY STORM WATER IN ADDITION TO WHAT IS DEPICTED ON THE PLANS, SILT FENCE SHALL BE PLACED DOWN GRADIENT (UP-GRADIENT OF ANY STORM WATER APPURTENANCES, WETLAND BUFFER ZONES AND AREAS TO BE LEFT UNDISTURBED) TO EACH STRUCTURE DURING THE CONSTRUCTION PROCESS UNTIL THE DISTURBED AREA IS RESTORED. 9. SILT SACK SHALL BE INSTALLED IN THE EXISTING CATCH BASIN ON BERLIN ROAD AND REMAIN IN PLACE FOR THE DURATION OF THE SILT SACK SHALL BE INSTALLED IN THE EXISTING CATCH BASIN ON BERLIN ROAD AND REMAIN IN PLACE FOR THE DURATION OF THE CONSTRUCTION PROCESS. E. PERMANENT STABILIZATION: PERMANENT STABILIZATION: : 2. SLOPES IN EXCESS OF 3 TO 1 SHALL BE HYDRO-MULCHED. LOAMED (6" MIN.) AND SEEDED SLOPES WILL BE PROTECTED FROM WASHOUT BY SLOPES IN EXCESS OF 3 TO 1 SHALL BE HYDRO-MULCHED. LOAMED (6" MIN.) AND SEEDED SLOPES WILL BE PROTECTED FROM WASHOUT BY MULCHING OR OTHER ACCEPTABLE SLOPE PROTECTION UNTIL VEGETATION IS ESTABLISHED. 3. UNLESS OTHERWISE INDICATED HEREON ALL DISTURBED AREAS SHALL BE LOAMED (6" MIN.) AND SEEDED WITH AN APPROPRIATE MIXTURE OF UNLESS OTHERWISE INDICATED HEREON ALL DISTURBED AREAS SHALL BE LOAMED (6" MIN.) AND SEEDED WITH AN APPROPRIATE MIXTURE OF GRASSES SUITABLE FOR THE AREA. AREAS NOT STABILIZED BEFORE THE END OF THE FALL PLANTING SEASON SHALL BE HYRDO-MULCHED AND SEEDED IN THE SPRING. 4. SLOPES STEEPER THAN 3 TO 1 SHALL BE RESTORED WITH 6" OF LOAM (MIN.), SEED, FERTILIZER AND STAKED DOWN EROSION CONTROL BLANKET SLOPES STEEPER THAN 3 TO 1 SHALL BE RESTORED WITH 6" OF LOAM (MIN.), SEED, FERTILIZER AND STAKED DOWN EROSION CONTROL BLANKET SIMILAR TO NORTH AMERICAN GREEN SC 150 BN. INSTALL IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 5. THE TEMPORARY MEASURES WILL NOT BE REMOVED UNTIL PERMANENT STABILIZATION HAS OCCURRED. THE TEMPORARY MEASURES WILL NOT BE REMOVED UNTIL PERMANENT STABILIZATION HAS OCCURRED. F. CONSTRUCTION SEQUENCE: CONSTRUCTION SEQUENCE: DURING THIS SEQUENCE ALL EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED. ALL DISTURBED AREAS SHALL BE STABILIZED BY SEEDING OR SODDING AS SOON AS POSSIBLE AFTER GRADING IS COMPLETE. EROSION BARRIERS SHALL BE REMOVED AFTER SLOPE STABILIZATION IS COMPLETE. 1. PROVIDE TOWN OF BOLTON WITH COPY OF SWPPP PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. PROVIDE TOWN OF BOLTON WITH COPY OF SWPPP PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2. INSTALL EROSION AND SEDIMENT CONTROL MEASURES. INSTALL EROSION AND SEDIMENT CONTROL MEASURES. 3. EXCAVATE TO SUBGRADE IN CUT SECTIONS; BRING FILL SECTIONS TO SUBGRADE USING EXCAVATED SOIL. EXCAVATE TO SUBGRADE IN CUT SECTIONS; BRING FILL SECTIONS TO SUBGRADE USING EXCAVATED SOIL. 4. INSTALL BUILDING PAD AND UTILITIES INCLUDING, DRAINAGE SYSTEM, WATER, GAS AND ELECTRICAL UTILITIES. INSTALL BUILDING PAD AND UTILITIES INCLUDING, DRAINAGE SYSTEM, WATER, GAS AND ELECTRICAL UTILITIES. 5. PLACE COMPACTED BASE GRAVEL FOR THE PAVED AREAS; ROUGH GRADE AREAS TO BE LOAMED AND SEEDED. PLACE COMPACTED BASE GRAVEL FOR THE PAVED AREAS; ROUGH GRADE AREAS TO BE LOAMED AND SEEDED. 6. INSTALL PAVEMENT. INSTALL PAVEMENT. 7. FINALIZE GRADING. LOAM, SEED AND MULCH DISTURBED AREAS.FINALIZE GRADING. LOAM, SEED AND MULCH DISTURBED AREAS.

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NOT TO SCALE

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SEDIMENT CONTROL FABRIC ATTACH TO POSTS WITH STAPLES

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FLOW DIRECTION

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2'-6" MAX.

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2' MIN.

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WOODEN POSTS AT 8' MAXIMUM SPACING

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2 METAL OR WOODEN STAKES PER BALE

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HAYBALES TIGHTLY BUTTED TOGETHER

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UNDISTURBED SUBGRADE

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NATURAL BACKFILL

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EDGE SECURED IN 6" TROUGH

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NOT TO SCALE

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6"-8" ANGULAR STONE

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NOTE: : SEE PLAN FOR LENGTH(S), WIDTH(S) & LOCATION(S)

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BY

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NO.

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DESCRIPTION

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FMM

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12/1/2020

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SD

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FMM

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NO.

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DESCRIPTION

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SIDE VIEW INSTALLED

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%%UINSTALLATION DETAIL

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FOAM

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1" REBAR FOR BAG REMOVAL FROM INLET (REBAR NOT INCLUDED)

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OPTIONAL OVERFLOW

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SILTSACK

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DUMP LOOPS (REBAR NOT INCLUDED)

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EXPANSION RESTRAINT

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LUNENBURG, MA 01462

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PHONE: (978) 779-6091

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B

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IN

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EXISTING STRUCTURE REMOVAL PLAN

7 OF 7

BUILDING REMOVAL & EROSION CONTROL NOTES:

SILTATION BARRIER

TEMP. CONSTRUCTION ENTRANCE DETAIL

PHOTO REFERENCE 1:

PHOTO REFERENCE 2:

PHOTO REFERENCE 3:

BUILDING REMOVAL PLAN

PLANTING PLAN

PLANTING SCHEDULE:

EXISTING TREE KEY:

SHRUB PLANTING DETAIL

DILLIS &

CIVIL DESIGN GROUP


ROY

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POLE

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OHW

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OHW

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PROPOSED SILTATION BARRIER FOR STRUCTURE REMOVAL

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EXISTING SHRUB/BRUSH LINE

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360

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359

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358

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357

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356

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362

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363

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ACCESS ROUTE TO UTILIZE EXISTING FIELD AREA

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EQUIPMENT OPERATING AREA - ALL EQUIPMENT SHALL OPERATE ON NORTHERLY SIDE OF STRUCTURE OR WITHIN BUILDING #1 FOOTPRINT

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EQUIPMENT LOADING AREA AND MATERIAL STORAGE OUTSIDE 100' BUFFER ZONE

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EXISTING TREE TO BE PRESERVED (TYP.) - SEE KEY THIS SHEET

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EXISTING CONCRETE STRUCTURE TO BE REMOVED - SEE NOTE F10

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ABANDONED UTILITY POLE TO BE CUT AND REMOVED - SEE NOTE F9

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EDGE OF WETLANDS DEP #112-0679

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100' BUFFER ZONE

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50' BUFFER ZONE

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25' BUFFER ZONE

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WF/ A1

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WF/ A2

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WF/ A3

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WF/ A4

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WF/ A5

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WF/ A6

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1.

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PHOTO REFERENCE POINT AND DIRECTION OF VIEW (TYP.)

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2.

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3.

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EXISTING BUILDINGS TO BE REMOVED

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BUILDING #1

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BUILDING #2

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A.

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B.

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C.

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D.

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E.

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F.

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25' BUFFER ZONE

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WF/ A2

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WF/ A3

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WF/ A4

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WF/ A6

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AR

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DP

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SC

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3

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SC

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2

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3

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VA

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3

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EQUIPMENT OPERATING AREA

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SILTATION BARRIER

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SHEET NO.

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PREPARED BY:

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JOB NO.

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OWNER:

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APPLICANT:

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SCALE:

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DESIGN BY:

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DRAWN BY:

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CHECKED BY:

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DATE:

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6047

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6047

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0

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1 in. = 20 ft.

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10

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80

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40

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20

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20

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A. MANAGEMENT STRATEGIES: MANAGEMENT STRATEGIES: 1. CONSTRUCTION SHALL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. CONSTRUCTION SHALL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 2. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY DISTURBANCE ON SITE. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY DISTURBANCE ON SITE. 3. AREAS WHICH ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. RETAIN EXISTING VEGETATION WHERE FEASIBLE. AREAS WHICH ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. RETAIN EXISTING VEGETATION WHERE FEASIBLE. 4. THERE SHALL BE NO STORAGE OF ANY KIND OF ANY CHEMICALS, PESTICIDES, FUELS AND OTHER POTENTIALLY TOXIC OR HAZARDOUS MATERIALS ON SITE. THERE SHALL BE NO STORAGE OF ANY KIND OF ANY CHEMICALS, PESTICIDES, FUELS AND OTHER POTENTIALLY TOXIC OR HAZARDOUS MATERIALS ON SITE. 5. NO DEBRIS, JUNK, RUBBISH OR OTHER WASTE MATERIALS SHALL BE BURIED ON THE SITE. NO DEBRIS, JUNK, RUBBISH OR OTHER WASTE MATERIALS SHALL BE BURIED ON THE SITE. 6. STUMPS AND OTHER WOOD DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH THE "POLICY ON THE DISPOSAL OF WOODWASTES" PUBLISHED BY THE DEPARTMENT OF ENVIRONMENTAL AFFAIRS, DATED AUGUST 14, STUMPS AND OTHER WOOD DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH THE "POLICY ON THE DISPOSAL OF WOODWASTES" PUBLISHED BY THE DEPARTMENT OF ENVIRONMENTAL AFFAIRS, DATED AUGUST 14, 1987. 7. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. B. MAINTENANCE/ PERFORMANCE STANDARDS: MAINTENANCE/ PERFORMANCE STANDARDS: ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL WITH AN ACCUMULATION OF " OR MORE. THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR: 12" OR MORE. THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR: 1. THE SILT FENCE BARRIERS SHALL BE CHECKED REGULARLY FOR TEARS, DETERIORATION, AND UNDERMINING. THE SILT FENCE BARRIERS SHALL BE CHECKED REGULARLY FOR TEARS, DETERIORATION, AND UNDERMINING. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE RESEEDED AS NEEDED. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE RESEEDED AS NEEDED. 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO THE PUBLIC ROAD. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2 INCH STONE AS CONDITIONS THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO THE PUBLIC ROAD. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2 INCH STONE AS CONDITIONS DEMAND AND OR CLEANOUT/REPLACEMENT OF STONE IF CLOGGING OR SEDIMENTATION OCCURS. ALL MATERIALS SPILLED DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO THE TOWN ROAD MUST BE REMOVED DAILY BY SWEEPING OR OTHER SUITABLE MEANS. 4. ALL AREAS ON SITE SUBJECT TO EROSION/SEDIMENTATION SHALL BE INSPECTED ON A REGULAR BASIS. ALL ITEMS SPECIFIED ON THIS AND OTHER PLANS SHALL BE INSPECTED TO VERIFY THAT THEY ARE OPERATING ALL AREAS ON SITE SUBJECT TO EROSION/SEDIMENTATION SHALL BE INSPECTED ON A REGULAR BASIS. ALL ITEMS SPECIFIED ON THIS AND OTHER PLANS SHALL BE INSPECTED TO VERIFY THAT THEY ARE OPERATING AS DESIGNED AND INTENDED. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MAINTAIN AND REPAIR ALL STRUCTURES. D. TEMPORARY MEASURES: TEMPORARY MEASURES: : 1. PLACE SILT FENCE AND SILT FENCE WITH STRAW BALES AS SHOWN ON THIS PLAN. IF LOAM IS PLACED OUTSIDE OF THE NORMAL GROWING SEASON SILT FENCE OR STRAW WADDLES SHALL BE PLACED BETWEEN THE PLACE SILT FENCE AND SILT FENCE WITH STRAW BALES AS SHOWN ON THIS PLAN. IF LOAM IS PLACED OUTSIDE OF THE NORMAL GROWING SEASON SILT FENCE OR STRAW WADDLES SHALL BE PLACED BETWEEN THE LAWN AREA AND PAVEMENT. 2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCES AT PROPOSED ENTRANCE AS SHOWN ON THIS SHEET. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCES AT PROPOSED ENTRANCE AS SHOWN ON THIS SHEET. 3. DURING DRY PERIODS, PROVIDE MEANS FOR MITIGATION OF DUST, SUCH AS WATERING OF EXPOSED AREAS. DURING DRY PERIODS, PROVIDE MEANS FOR MITIGATION OF DUST, SUCH AS WATERING OF EXPOSED AREAS. 4. STOCKPILE LOCATIONS SHALL BE LOCATED OUTSIDE THE 100' BUFFER ZONE. EQUIPMENT LOADING AND UNLOADING SHALL OCCUR OUTSIDE THE 100' BUFFER ZONE. STOCKPILE LOCATIONS SHALL BE LOCATED OUTSIDE THE 100' BUFFER ZONE. EQUIPMENT LOADING AND UNLOADING SHALL OCCUR OUTSIDE THE 100' BUFFER ZONE. 5. WASTE DISPOSAL RECEPTACLES AND TRAILERS WILL BE USED FOR THE DISPOSAL OF STRUCTURES AND DEBRIS, WHICH WILL BE REMOVED FROM SITE ACCORDING TO STATE, LOCAL AND FEDERAL GUIDELINES. THE WASTE DISPOSAL RECEPTACLES AND TRAILERS WILL BE USED FOR THE DISPOSAL OF STRUCTURES AND DEBRIS, WHICH WILL BE REMOVED FROM SITE ACCORDING TO STATE, LOCAL AND FEDERAL GUIDELINES. THE RECEPTACLES WILL BE LOCATED ON-SITE AND COVERED. 6. IN ADDITION TO WHAT IS DEPICTED ON THE PLANS, SILT FENCE SHALL BE PLACED UP-GRADIENT OF WETLAND BUFFER ZONES AND AREAS TO BE LEFT UNDISTURBED. IN ADDITION TO WHAT IS DEPICTED ON THE PLANS, SILT FENCE SHALL BE PLACED UP-GRADIENT OF WETLAND BUFFER ZONES AND AREAS TO BE LEFT UNDISTURBED. E. PERMANENT STABILIZATION: PERMANENT STABILIZATION: : 1. SLOPES IN EXCESS OF 3 TO 1 SHALL BE SEEDED OR HYDRO-MULCHED WITH NEW ENGLAND EROSION CONSERVATION/WILDLIFE SEED MIX (NEWP.COM). SLOPES WILL BE PROTECTED FROM WASHOUT BY MULCHING OR SLOPES IN EXCESS OF 3 TO 1 SHALL BE SEEDED OR HYDRO-MULCHED WITH NEW ENGLAND EROSION CONSERVATION/WILDLIFE SEED MIX (NEWP.COM). SLOPES WILL BE PROTECTED FROM WASHOUT BY MULCHING OR OTHER ACCEPTABLE SLOPE PROTECTION UNTIL VEGETATION IS ESTABLISHED. 2. THE TEMPORARY MEASURES WILL NOT BE REMOVED UNTIL PERMANENT STABILIZATION HAS OCCURRED. THE TEMPORARY MEASURES WILL NOT BE REMOVED UNTIL PERMANENT STABILIZATION HAS OCCURRED. F. CONSTRUCTION SEQUENCE: CONSTRUCTION SEQUENCE: DURING THIS SEQUENCE ALL EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED. ALL DISTURBED AREAS SHALL BE STABILIZED BY SEEDING OR AS POSSIBLE AFTER GRADING AND STRUCTURE REMOVAL IS COMPLETE. EROSION BARRIERS SHALL BE REMOVED AFTER SLOPE STABILIZATION IS COMPLETE. THE REMOVAL OF STRUCTURES IS TO OCCUR PRIOR TO THE COMMENCEMENT OF OTHER CONSTRUCTION ACTIVITIES AT THE SITE. 1. PROVIDE TOWN OF BOLTON WITH COPY OF SWPPP PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. PROVIDE TOWN OF BOLTON WITH COPY OF SWPPP PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2. NOTIFY THE CONSERVATION COMMISSION OR DESIGNEE APPOINTED BY COMPREHENSIVE PERMIT PRIOR TO THE START OF WORK. ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE ORDER OF CONDITIONS AND NOTIFY THE CONSERVATION COMMISSION OR DESIGNEE APPOINTED BY COMPREHENSIVE PERMIT PRIOR TO THE START OF WORK. ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE ORDER OF CONDITIONS AND COMPREHENSIVE PERMIT. 3. SILTATION BARRIER LOCATION TO BE STAKED BY PROFESSIONAL LAND SURVEYOR. INSTALL EROSION AND SEDIMENT CONTROL MEASURES. SILTATION BARRIER LOCATION TO BE STAKED BY PROFESSIONAL LAND SURVEYOR. INSTALL EROSION AND SEDIMENT CONTROL MEASURES. 4. FLAG ALL TREES TO BE PRESERVED. FLAG ALL TREES TO BE PRESERVED. 5. INVASIVE SPECIES TO BE REMOVED FROM WORK AREA IN ACCORDANCE WITH THE INVASIVE SPECIES MANAGEMENT PLAN. INVASIVE SPECIES TO BE REMOVED FROM WORK AREA IN ACCORDANCE WITH THE INVASIVE SPECIES MANAGEMENT PLAN. 6. INSTALL TEMPORARY CONSTRUCTION ENTRANCE, STAKE ACCESS ROUTE AND EQUIPMENT LOADING AREA. INSTALL TEMPORARY CONSTRUCTION ENTRANCE, STAKE ACCESS ROUTE AND EQUIPMENT LOADING AREA. 7. REMOVE BUILDING #1. ALL EQUIPMENT SHALL OPERATE FROM NORTHERLY SIDE OF BUILDING. NO EQUIPMENT SHALL BE ALLOWED IN THE AREA SOUTH OF THE BUILDING. ALL MATERIALS REMOVED SHALL BE REMOVE BUILDING #1. ALL EQUIPMENT SHALL OPERATE FROM NORTHERLY SIDE OF BUILDING. NO EQUIPMENT SHALL BE ALLOWED IN THE AREA SOUTH OF THE BUILDING. ALL MATERIALS REMOVED SHALL BE TRANSPORTED TO THE EQUIPMENT LOADING/UNLOADING AREA LOCATED OUTSIDE THE 100' BUFFER ZONE AND LOADED INTO TRUCKS OR DUMPSTER UTILIZING THE ACCESS ROUTE. ALL MATERIALS REMOVED SHALL BE DONE SO IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS. 8. ONCE BUILDING #1 IS REMOVED, BUILDING #2 SHALL BE REMOVED VIA EQUIPMENT OPERATING WITHIN THE FOOTPRINT OF BUILDING #1. NO EQUIPMENT SHALL OPERATE SOUTH OF BUILDINGS OR OUTSIDE BUILDING #1 ONCE BUILDING #1 IS REMOVED, BUILDING #2 SHALL BE REMOVED VIA EQUIPMENT OPERATING WITHIN THE FOOTPRINT OF BUILDING #1. NO EQUIPMENT SHALL OPERATE SOUTH OF BUILDINGS OR OUTSIDE BUILDING #1 FOOTPRINT. ALL MATERIALS REMOVED SHALL BE TRANSPORTED TO THE EQUIPMENT LOADING/UNLOADING AREA LOCATED OUTSIDE THE 100' BUFFER ZONE AND LOADED INTO TRUCKS OR DUMPSTER UTILIZING THE ACCESS ROUTE. ALL MATERIALS REMOVED SHALL BE DONE SO IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS. 9. ABANDONED UTILITY POLE SHALL BE REMOVED BY CUTTING INTO SECTIONS THAT CAN BE REMOVED BY HAND OR TRACK MOUNTED EQUIPMENT OPERATING WITHIN THE FOOTPRINT OF BUILDING #1. ABANDONED UTILITY POLE SHALL BE REMOVED BY CUTTING INTO SECTIONS THAT CAN BE REMOVED BY HAND OR TRACK MOUNTED EQUIPMENT OPERATING WITHIN THE FOOTPRINT OF BUILDING #1. 10. CONCRETE STRUCTURE SHALL BE REMOVED BY BREAKING INTO PIECES THAT CAN BE HAND TRANSPORTED TO TRACK MOUNTED EQUIPMENT OPERATING WITHIN THE FOOTPRINT OF BUILDING #1. THE REMOVED MATERIAL CONCRETE STRUCTURE SHALL BE REMOVED BY BREAKING INTO PIECES THAT CAN BE HAND TRANSPORTED TO TRACK MOUNTED EQUIPMENT OPERATING WITHIN THE FOOTPRINT OF BUILDING #1. THE REMOVED MATERIAL SHALL BE TRANSPORTED TO THE EQUIPMENT LOADING / UNLOADING AREA LOCATED OUTSIDE THE 100' BUFFER ZONE AND PROPERLY DISPOSED OF OFF SITE. 11. THE BUILDING FOOTPRINTS SHALL BE GRADED TO MATCH SURROUNDING GRADES. AREAS NOT SUBJECT TO PLANTING SHALL BE SEEDED WITH NEW ENGLAND CONSERVATION/WILDLIFE SEED MIX (NEWP.COM) AT 1 LB / THE BUILDING FOOTPRINTS SHALL BE GRADED TO MATCH SURROUNDING GRADES. AREAS NOT SUBJECT TO PLANTING SHALL BE SEEDED WITH NEW ENGLAND CONSERVATION/WILDLIFE SEED MIX (NEWP.COM) AT 1 LB / 1,750 SF. 12. PLANTINGS TO BE INSTALLED IN ACCORDANCE WITH THE PLANTING DETAIL PLAN. PLANTINGS TO BE INSTALLED IN ACCORDANCE WITH THE PLANTING DETAIL PLAN. 13. REMOVE EROSION CONTROL BARRIERS ONCE VEGETATION BECOMES ESTABLISHED AND UPON APPROVAL OF THE CONSERVATION COMMISSION OR DESIGNEE APPOINTED BY THE COMPREHENSIVE PERMIT.REMOVE EROSION CONTROL BARRIERS ONCE VEGETATION BECOMES ESTABLISHED AND UPON APPROVAL OF THE CONSERVATION COMMISSION OR DESIGNEE APPOINTED BY THE COMPREHENSIVE PERMIT.

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SEDIMENT CONTROL FABRIC ATTACH TO POSTS WITH STAPLES

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FLOW DIRECTION

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2'-6" MAX.

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2' MIN.

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WOODEN POSTS AT 8' MAXIMUM SPACING

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2 METAL OR WOODEN STAKES PER BALE

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HAYBALES TIGHTLY BUTTED TOGETHER

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UNDISTURBED SUBGRADE

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NATURAL BACKFILL

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EDGE SECURED IN 6" TROUGH

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6"-8" ANGULAR STONE

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BY

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DATE

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NO.

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DESCRIPTION

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FMM

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12/1/2020

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SD

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FMM

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NO.

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BY

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DATE

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DESCRIPTION

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N

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EXISTING STRUCTURE

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BERLIN ROAD

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APPROXIMATE ACCESS ROUTE

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EXISTING STRUCTURE TO BE REMOVED

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EXISTING STRUCTURE TO BE REMOVED

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ABANDONED UTILITY POLE TO BE REMOVED

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TREE TO BE PRESERVED

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PHOTO DEPICTS PROPOSED ACCESS LOCTAION

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REFER TO PLAN FOR PHOTO REFERENCE POINTS

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PHOTOGRAPHS DEPICT CONDITIONS OBSERVED ON JUNE 25, 2020

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PHOTO DEPICTS PROPOSED AREA SOUTH OF BUILDING #1

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PHOTO DEPICTS PROPOSED AREA SOUTH OF BUILDING #2

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1"=20'

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1"=20'

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COMMON NAME:

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BOTANICAL NAME:

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SIZE:

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SYMBOL:

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SPACING:

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QUANTITY:

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BLUEBERRY

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18-24" HEIGHT

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11

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AS SHOWN

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LOWBUSH

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VACCINIUM ANGUSTIFOLIA

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VA

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ELDERBERRY

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2-3' HEIGHT

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5

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AS SHOWN

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COMMON

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SAMBUCUS CANADENSIS

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SC

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FERN

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#1

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6

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AS SHOWN

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HAY-SCENTED

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DENNSTAEDTIA PUNCTILOBULA

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DP

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NOTE: THE AREA AREA WILL BE SEEDED WITH "NEW ENGLAND CONSERVATION / WILDLIFE SEED MIX" AT AN APPLICATION RATE OF 1 LB/1,750 S.F.

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MAPLE

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3-4' HEIGHT

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2

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AS SHOWN

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RED

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ACER RUBRUM

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AR

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TREES OVER 4" DBH LOCATED ON 6/25/20 A. 16" DOUBLE MAPLE B. 18" MAPLE C. 8" MAPLE D. 16" ELM E. 10" ELM F. 10" MAPLE NOTE - ALL EXISTING TREES NOTED IN KEY ARE TO BE PRESERVED. EXISTING BRUSH LINE OUTSIDE EQUIPMENT OPERATING AREA SHALL BE MAINTAINED.

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4"

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2" MULCH LAYER

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NEW SHRUB

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SAUCER

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LEAVE SUB GRADE

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UNDISTURBED UNDER

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ROOT BALL

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SCARIFY SIDES OF

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ROOT BALL

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COMPACTED SOIL MIX

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BACKFILL MIX

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NOT TO SCALE

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12" MIN.

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LUNENBURG, MA 01462

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PHONE: (978) 779-6091

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