50'

50'

5

0

'

5

0

'

50'

5

0

'

5

0

'

5

0

'

5

0

'

5

0

'

5

0

'

5

0

'

5

0

'

5

0

'

5

0

'

5

0

'

5

0

'

5

0

'

5

0

'

5

0

'

25'

25'

2

5

'

2

5

'

25'

2

5

'

2

5

'

2

5

'

2

5

'

2

5

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2

5

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2

5

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5

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2

5

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2

5

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2

5

'

2

5

'

100'

100'

100'

1

0

0

'

1

0

0

'

100'

1

0

0

'

1

0

0

'

1

0

0

'

1

0

0

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1

0

0

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1

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1

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0

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1

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1

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0

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1

0

0

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1

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W

W

W

W

W

W

24'

3

+

0

0

1

6

6

1

6

4

W

W

W

W

W

W

1

7

2

1

7

0

1

6

8

1

7

0

W

1

7

4

P

R

O

P

O

S

E

D

D

W

E

L

L

I

N

G

T

.

F

.

=

1

7

3

.

5

G

.

F

.

=

1

7

2

.

8

LOCUS MAP

NOT TO SCALE

PROPOSED

BIT. CONC.

DRIVEWAY

LIMIT OF 25'

NO DISTURB ZONE

LIMIT OF 50'

NO BUILD ZONE

EDGE OF BORDERING

VEGETATED WETLAND

PROPOSED

SEDIMENTATION CONTROL BARRIER

(SEE DETAIL)

PROPOSED 8" WATER MAIN

PROPOSED

WATER SERVICE

ASSESSOR'S REFERENCE

MAP 539, BLOCK 439, LOT 10E - 4

ZONING DISTRICT RM:

MIN. LOT AREA = 20,000 S.F.

MIN. FRONTAGE = 150 FT.

MIN. FRONT YARD = 25 FT.

MIN. SIDE YARD = 15 FT.

MIN. REAR YARD = 30 FT.

DWG. NO. 05018A007

SITE PLAN

FOR

LOT 4B EMMA ROSE CIRCLE

IN

HAVERHILL, MASS.

PREPARED FOR:

JR BUILDERS, INC.

DATE: APRIL 15, 2019

Filtrexx®SiltSoxx™

Plan View

Work Area Filtrexx® 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

CHRISTIANSEN & SERGI

PROFESSIONAL ENGINEERS & LAND SURVEYORS

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

TEL. 978-373-0310 FAX. 978-372-3960 COPYRIGHT 2019

A DIVISION OF THE MORIN-CAMERON GROUP, INC.

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.

SCALE: 1" = 20'

0 FT

SITE PLAN

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

ROOF RECHARGE

CALCULATIONS:

FOOTPRINT AREA = 1,800 SF

REQUIRED RECHARGE VOL. =

(0.5")(1'/12")( 1800 SF) = 75 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 =

2 X 35.5 = 71 CF

PROPOSED

FOUNDATION

DRAIN DRYWELL

PROPOSED

ROOF RUNOFF

INFILTRATION AREA

(TYP.)

(SEE DETAIL)

PROPOSED

CONSTRUCTION ENTRANCE

(SEE DETAIL)

HOUSE DIMENSIONS

SCALE: 1" = 20'

BUILDING SETBACK LINE

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.

LOCUS

PROPOSED

SOIL ABSORPTION SYSTEM

PROPOSED

SEPTIC TANK

LIMIT OF 100'

BUFFER ZONE

LOT 4C

LOT 4B

38,455± S.F.

0.88± AC.

4020 20

N/F

ROGER GROUX

E

M

M

A

R

O

S

E

C

I

R

C

L

E

LOT 4A

N/F

MASSACHUSETTS ELECTRIC CO

EXISTING

LIMIT OF CLEARING

PROPOSED

RESTORATION PLANTING AREA