HomeMy WebLinkAbout83-2013 - Site PlanN
ACCESS COVERS MUST BE WITHIN
6- OF FINISH GRADE
FIRST 2' TO
BE LEVEL?
INSPECTION
PORT
T =L1
' v
3/.25J\
30 7
As DBAFFLE .9 30 62
I I// 111 11 J 2
30
TLET 24 HIGH CAPACITY INFILTRATOR
-BOX
CHAMBERS IN BED FORMATION
1500 GAL 14-20
SEPTIC TANK 6' CRUSHED STONE OR
HIGH CAPAi
COMPACTED BASE
PROFILE : NOT TO SCALE
r
r
/ r �
SALT BOX 804Br
LOCUS MAP D lD 20 40
9' MINIMUM.
3- MAXIMUM COVER
CLEAN SAND BACKFILL
AROUND AND 2' OVER CHAMBERS
INVERT ELEVATIONS:
TP *l
INVERT AT BUILDING:
32.7
INVERT IN SEPTIC TANK:
31.5
INVERT OUT SEPTIC TANK:
31.25
INVERT IN DIST. BOX:
30.97
INVERT OUT DIST. BOX:
30.8
INVERT IN LEACH CHAMBER:
30.62
BOTTOM OF LEACH CHAMBER:
29.7
ADJUSTED GROUND WATER:
N/A
OBSERVED GROUND WATER:
N/A
BOTTOM OF TEST HOLE *l: 23
CONSERVATION NO TES :
I. THE WORK LIMIT SHOWN SHALL BE FITTED WITH STRAW
WATTLES BACKED BY A DUG -IN FABRIC SILT FENCE.
THE FENCE SHALL REMAIN IN PLACE UNTIL THE DISTURBED
GROUND 15 STABILIZED COMPLETELY.
2. NO CONSTRUCTION RELATED ACTIVITY SHALL OCCUR ON THE
WETLAND SIDE OF THE WORK LIMIT.
J. ROOF DRAINS SHALL BE DIRECTED TO SUITABLY SIZED
DRYWELLS AND/OR STONE TRENCHES ALONG THE ROOF DRIP
LINE FOR STORMWATER RUNOFF CONTROL.
4. INITIAL SOIL STABILIZATION WITHIN THE WORK LIMIT
SHALL BE ACCOUPLISHED BY APPLICATION OF MULCH AND/OR
LOAM AND SEED WEATHER PERMITTING.
5. ACCESS FOR DEMOLITION AND CONSTRUCTION SHALL BE VIA
THE STREET SIDE OF THE PROPERTY WITH LIMITED ACCESS
AS SHOWN AROWD THE PROPOSED DWELLING SITE.
--6 ---ALL—DEBRIS SHALL BF—"DED FROM THE .SITE AS IT IS
PRODUCED AND TRANSPORTED TO A SUITABLE SOLID WASTE
\ HANDLING FACP-ITY.
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ps/2
r / ' HE
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DESIGN CRITERIA:
DESIGN FLOW:
4 BEDROOMS AT 1/0 G.P.D. PER
BEDROOM EQUALS 440 G.P.D.
NO GARBAGE GRINDER
SEPTIC TANK REQUIRED:
440 G.P.D. X 200x - 880 GAL.
SEPTIC TANK PROVIDED: 1500 GAL. MIN.
SOIL ABSORPTION SYSTEM REQUIRED:
DESIGN PERC RATE C 5 MIN/INCH
SOIL TEXTURAL CLASS - I
EFFLUENT LOADING RATE - 0.74 GPD/SF
440 GPD / 0.74 GPD/SF - 595 S.F. REQUIRED
PROVIDED: 24 H16H CAPACITY INFILTRATOR
CHAMBERS. 150'x 4.73 SF/FT - 709 S.F.
709 S.F. x 0.74 - 525 GPD
SOIL TEST PIT DA TA
INDICATES�_ 1 ND I CATES
PERCOLATION OBSERVED
TEST - GROUNDWATER
DATE: JUNE 25. 20/4
TEST BY: STEPHEN HAAS
WITNESSED BY: AMY VONHONE
PERC RATE: C 2 MIN/INCH
34.1
33.4
32.1
23.1
GENERAL NO TES :
I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
OF THE SEWAGE DISPOSAL SYSTEM ONLY.
2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS
SET. SEE SITE PLAN.
J. ALL CONSTRUCTION METHODS AND MATERIALS AND
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
BOARD OF HEALTH REGULATIONS.
4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH-
STANDING H-20 WHEEL LOADS.
5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
APPROVED EQUAL.
6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED
PRECAST CONCRETE OR APPROVED POLYETHYLENE.
BOTH SHALL BE WATERTIGHT. D -BOX SHALL BE WATER
TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE
OUTLET.
7. BEFORE CONSTRUCTION CALL 'DIG -SAFE'.
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
FOR LOCATION OF UNDERGROUND UTILITIES.
B. EXISTING SEPTIC SYSTEM TO BE PUMPED DRY,
REMOVED AND BACKFILLED.
9. NO DETERMINATION HAS BEEN MADE AS TO
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
REGULATIONS. IT SHALL REMAIN THE CLIENTS
RESPONSIBILITY TO OBTAIN ALL PERMITS, SPECIAL
PERMITS, VARIANCES ETC. FOR THIS PROJECT.
lO. THE EXISTING DWELLING IS TO BE REMOVED DOWN TO
.THE FIRST FLOOR DECK. THE EXISTING FOUNDATION
AND STEEL FRAME FOR THE SUN DECK .TO REMAIN.
m CB
TP *l
—W—
0. HORIZON
TEXTURE
COLOF
—G—
GAS LINE
— OHW—
A
LOAMY
IOYR
—E—
UNOERGROUND ELECTRIC LINE
SAND
3/4
9'--------------------
UNDERGROUND CABLEVISION LINE
+ 40.4
SPOT ELEVATION
........ 40-------
B
LOAMY
IOYR
7. 2015
STEPHEN
SAND
4/6
24 -----------------------
--------------------
ENGINEERING,
INC
MEDIUM
MED I UM
IOYR
_
SAND
6/6
DATE: JUNE 25. 20/4
TEST BY: STEPHEN HAAS
WITNESSED BY: AMY VONHONE
PERC RATE: C 2 MIN/INCH
34.1
33.4
32.1
23.1
GENERAL NO TES :
I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
OF THE SEWAGE DISPOSAL SYSTEM ONLY.
2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS
SET. SEE SITE PLAN.
J. ALL CONSTRUCTION METHODS AND MATERIALS AND
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
BOARD OF HEALTH REGULATIONS.
4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH-
STANDING H-20 WHEEL LOADS.
5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
APPROVED EQUAL.
6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED
PRECAST CONCRETE OR APPROVED POLYETHYLENE.
BOTH SHALL BE WATERTIGHT. D -BOX SHALL BE WATER
TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE
OUTLET.
7. BEFORE CONSTRUCTION CALL 'DIG -SAFE'.
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
FOR LOCATION OF UNDERGROUND UTILITIES.
B. EXISTING SEPTIC SYSTEM TO BE PUMPED DRY,
REMOVED AND BACKFILLED.
9. NO DETERMINATION HAS BEEN MADE AS TO
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
REGULATIONS. IT SHALL REMAIN THE CLIENTS
RESPONSIBILITY TO OBTAIN ALL PERMITS, SPECIAL
PERMITS, VARIANCES ETC. FOR THIS PROJECT.
lO. THE EXISTING DWELLING IS TO BE REMOVED DOWN TO
.THE FIRST FLOOR DECK. THE EXISTING FOUNDATION
AND STEEL FRAME FOR THE SUN DECK .TO REMAIN.
m CB
CONCRETE BOUND
—W—
WATER LINE
O
HYDRANT
—G—
GAS LINE
— OHW—
OVER HEAD WIRES
#
LIGHT POST
—E—
UNOERGROUND ELECTRIC LINE
—T—
UNDERGROUND TELEPHONE LINE
— CTV—
UNDERGROUND CABLEVISION LINE
+ 40.4
SPOT ELEVATION
........ 40-------
EXISTING CONTOUR
4�OL _
PROPOSED CONTOUR
S I TE_
PLAN
O)=
LAND
97 SALT BOX ROAD. MAP 8 / .
PARCEL 4
SOUTH
YARMOUTH.
MA
.
PREPARED
FOR:
RON
L UKASE7V
I CZ
SCALE: I'—
20'
JANUARY
7. 2015
STEPHEN
A.
HAAS
ENGINEERING,
INC
_
F' . O. B o x 16
Sou
t h Den n i
( 508
s MA 02660
) 362-8132
JOB NO: 14-030
12
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