274

2

7

0

2

6

4

262

2

6

0

2

5

2

2

5

0

260

266

2

6

8

2

6

0

2

5

6

2

5

2

250

2

6

4

262

2

5

8

2

6

0

TP 1

TP 2

TP 3

TP 4

PT A

PT B

2

5

8

59.1'±

37.0'±

75.2'±

A3

A4

A5

A6

A7

A8

A9

A10

S

W

A

L

E

1

0

0

'

W

E

L

L

R

A

D

I

U

S

C

O

R

L

I

S

S

H

I

L

L

R

O

A

D

CRUSHED STONE CONSTRUCTION ENTRANCE

NOT TO SCALE

PAVEMENT

EXISTING

DEPTH OF 6"

STONE, TO A MINIMUM

1" TO 2" CRUSHED

GROUND

EXISTING

20' MIN.

MIN.

10'

10 MIN.

10'

10'

THE CRUSHED STONE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL

PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO THE ADJACENT ROADWAY.

LOCUS MAP

SCALE: 1" = 20'

0 FT

SITE PLAN

SCALE: 1"=400'

202040

PROPOSED

DWELLING

T.F. = 264.00

G.F. = 262.50

LIMIT OF 100'

BUFFER ZONE

LIMIT OF 25'

NO DISTURB ZONE

LIMIT OF 50'

NO BUILD ZONE

EDGE OF BORDERING

VEGETATED WETLAND

AS DELINEATED BY

NORSE ENVIRONMENTAL

LOCUS

PROPOSED

WELL

DWG. NO. 17049004

CHRISTIANSEN & SERGI, INC.

PROFESSIONAL ENGINEERS & LAND SURVEYORS

160 SUMMER ST. HAVERHILL, MA 01830 WWW.CSI-ENGR.COM

TEL. 978-373-0310 FAX. 978-372-3960 © COPYRIGHT 2017

SITE PLAN

FOR

LOT 5 CORLISS HILL ROAD

IN

HAVERHILL, MASS.

PREPARED FOR:

LIVINGSTONE DEVELOPMENT CORP.

DATE: AUGUST 2, 2017

Filtrexx®SiltSoxx™

Plan View

Work AreaFiltrexx® CompostSiltSoxx™ RunoffArea to be Protected

Notes:1. All material to meet Filtrexx® specifications.2.SiltSoxx™ compost/soil /rock/seed fill to meet application requirements.3.SiltSoxx™ depicted is for minimum slopes. Greater slopes may require larger socks per the Engineer.4. Compost material to be dispersed on site, as determined by the Environmental Monitor.

Filtrexx® SiltSoxx™ Section

Work AreaArea to be Protected

Filtrexx® SiltSoxx™(12" +/- Dia.)

SEDIMENTATION CONTROL DETAIL

ROOF RECHARGE

CALCULATIONS:

FOOTPRINT AREA = 1,925 SF

REQUIRED RECHARGE VOL. =

(0.5")(1'/12")( 1925 SF) = 81 CF

VOLUME PER CHAMBER

= 21.8 CF/CHAMBER

VOLUME OF VOIDS IN STONE UNDER

EACH CHAMBER =

(0.40)(0.50')(7.83')(4.00') = 6.3 CF

VOLUME OF VOIDS IN STONE

AROUND EACH CHAMBER =

(0.40)(10.83 SF)(1.71') = 7.4 CF

TOTAL AVAILABLE STORAGE

VOLUME FOR EACH CHAMBER =

21.8 + 6.3 + 7.4 = 35.5 CF

TOTAL AVAILABLE STORAGE

VOLUME FOR FOUR AREAS =

4 X 35.5 = 142 CF

6" BASE STONE 1-1/2" - 2" Ø

CLEAN WASHED BROKEN STONE

CULTEC R-180 CHAMBER

GUTTERS AND DOWNSPOUTS

SHALL BE INSTALLED TO

COLLECT ALL ROOF RUNOFF

FROM THE HOUSE & CONVEY IT

TO THE INFILTRATION AREA.

OVERFLOW

PIPE

SPLASH

BLOCK

ROOF

LEADER

BUILDING

FOUNDATION

6" STONE

BORDER

(TYP.)

9" MIN. OF

APPROVED FILL

(UNPAVED AREAS)

CULTEC NO. 410

FILTER FABRIC TOP

(MANDATORY), SIDES

AND BOTTOM

FINISHED GRADE

2.5" ASPHALT

14" MIN. OF 85%

COMPACTED GRAVEL

(PAVED AREAS)

NOT TO SCALE

DOWNSPOUT & ROOF RUNOFF INFILTRATION AREA DETAIL

INSPECTION PORT:

6" PVC RISER WITH END

CAP TO WITHIN 6" OF

FINISH GRADE

ASSESSOR'S REFERENCE

MAP 462, BLOCK 204, LOT 73-5

ZONING DISTRICT: SC

MIN. LOT AREA = 87,120 S.F.

MIN. FRONTAGE = 200 FT.

MIN. FRONT YARD = 40 FT.

MIN. SIDE YARD = 25 FT.

MIN. REAR YARD = 25 FT.

NOTES:

1. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN HEREON ARE

APPROXIMATE & ARE BASED ON A COMBINATION OF FIELD LOCATIONS &

COMPILED INFORMATION FROM PLANS SUPPLIED BY VARIOUS UTILITY

COMPANIES & GOVERNMENT AGENCIES. IN ACCORDANCE WITH M.G.L. CHAPTER

82 SECTION 40, INCLUDING AMENDMENTS, ALL CONTRACTORS SHOULD NOTIFY IN

WRITING ALL UTILITY COMPANIES & GOVERNMENT AGENCIES PRIOR TO ANY

EXCAVATION WORK & CALL DIG-SAFE AT 1-888-DIG-SAFE.

2. A SEDIMENTATION CONTROL BARRIER (SILT FENCE, STAKED HAY BALES, OR SILT

SOCK) SHALL BE INSTALLED ALONG THE DOWNGRADIENT LIMIT OF WORK PRIOR

TO THE START OF CONSTRUCTION. THE SEDIMENTATION CONTROL BARRIER

SHALL BE MAINTAINED UNTIL ALL UPGRADIENT AREAS ARE FULLY STABILIZED.

3. A VARIANCE WAS GRANTED FOR THE LOT AREA BY THE HAVERHILL BOARD OF

APPEALS.

PROPOSED

FOUNDATION

DRAIN DRYWELL

PROPOSED

SEDIMENTATION CONTROL

BARRIER

(SEE DETAIL)

PROPOSED

ROOF RUNOFF

INFILTRATION AREA

(TYP.)

(SEE DETAIL)

PROPOSED

CONSTRUCTION ENTRANCE

(SEE DETAIL)

N/F

BRUCE A BROWN

PROPOSED

BIT. CONC.

DRIVEWAY

PROPOSED

SOIL ABSORPTION SYSTEM

(SEE SDS PLAN)

N/F

STEPHEN P NYMAN

HOUSE DIMENSIONS

SCALE: 1" = 20'

LOT 5

AREA = 80,406± S.F.

AREA = 1.85± AC.