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ACCESS COVERS MUST BE WITHIN INSPECTION 9* MINIMUM,
6" OF FINISH GRADE PORT6' MAXIMUM COVER
100.7 FIRST 2' TO VENT WITH
BE LEVEL 18 - CHARCOAL F I L TER
4' DIAM PIPE
CLEAN SAND BACKFILL
96.2 �� 95.5 93.6 AROUND AND 2' OVER CHAMBERS
95.75 BAFFLED 93.77 0 2, 93.52 92.6
3 OUTLET 18 HIGH CAPACITY INFILTRATOR
0 -BOX CHAMBERS IN BED FORMATION
WF+3
fYF02
0
m
wF.I
LOCUS MAP
1500 GAL H-20
SEPTIC TANK 6" CRUSHED STONE OR
COMPACTED BASE
PROFILE : Nor TO SCALE
INVERT ELEVATIONS:
INVERT AT BUILDING:
/ 1 1
CO FND
/ �
95.75
1
95.5
INVERT IN DIST. BOX.
93.77
),INVERT OUT DIST. BOX:
93.6
INVERT IN LEACH CHAMBER:
93.52
BOTTOM OF LEACH CHAMBER:
1
ADJUSTED GROUND WATER:
1
+ 916 /
I 1, SM. FORNER BH / 98.4
N/A
OHW
I I
+
I 1 I BEDROOM I/ j
� BED ROO \
CES+OL 0 1 +97- 6 M \ /
+ t
I 1\
194Ty \\
I#00 GALLON :....!1. \
S&TIC`TANK :
1
'
15 1 \ I
t 1 h O
I
11 1 `OAK BEDROoM ROOAf
1 OV
I
97 0 I 1 I
r 1 r• o r
1 1
\ KI \LOT 6
1
I
1 1 1 TCHEN FAM/(Y O h
a, 11 11 II ROOM l 0*\666+ S . F. r o I
--------SAND------5/1
-
1
1\ 11 \\ CRAWS SPACE 98.6 \\ +.99.2 'h
l `OAK'S \
\
100\t
\ \ X14\ \ DECK \
97.0�� \ \
\ \\
\ \
\ \ \= ie HIGH CAPACITY
\
\ \ \ \ INFILTRATOR CHAMBERS
\ \\ \14 -OAK : \
"
32
\ ...
\\ \\ D- Ox:.... IO
.....
\ \ ........ .:.:...... : 1 =:.:. h VENT
Date
me
\ \12 -OAK
\ \ \� \\ :::..: ;••
16 `OAK
C / MEDIUM
I
94.7 1 14 -OAK 12 -LOCUST 1
{-yam, STOCKA E TPI\ _
y_ FENCE 96 )7 1-
N 86°21 '55"W 1 98.7
6/4
CB/DH FND
INVERT ELEVATIONS:
INVERT AT BUILDING:
96.2
''INVERT IN SEPTIC TANK:
95.75
INVERT OUT SEPTIC TANK.
95.5
INVERT IN DIST. BOX.
93.77
),INVERT OUT DIST. BOX:
93.6
INVERT IN LEACH CHAMBER:
93.52
BOTTOM OF LEACH CHAMBER:
92.6
ADJUSTED GROUND WATER:
N/A
OBSERVED GROUND WATER.
N/A
BOTTOM OF TEST HOLE #1 : 84.3
DESIGN CRITERIA:
DESIGN FLOW:
3 BEDROOMS AT 1/0 G.P.D. PER
BEDROOM EQUALS 330 G.P.D.
NO GARBAGE -GRINDER
SEPTIC TANK REQUIRED:
330 G.P.D. X 20OX - 660 GAL.
SEPTIC TANK PROVIDED: 1500 GAL. MIN.
SOIL ABSORPTION SYSTEM REQUIRED:
DESIGN PERC RATE l 5 MIN/INCH
SOIL TEXTURAL CLASS - I
EFFL UENT LOAD I NG RA TE - 0. 74 GPD/SF
330 GPD / 0.74 GPO/SF - 446 S.F. REQUIRED
PROVIDED: 18 H16H CAPACITY INFILTRATOR
CHAMBERS. 112.5'x 4.73 SF/FT -.532 S.F.
532 S.F. x 0.74 - 393 GPD
SOIL TEST PIT DA TA s
' ® CB
CONCRETE BOUND
I ND I CATES
INDICATES
O
HYDRANT I
PERCOLATION
OBSERVED
Permit valid for REPAIR OI SE1'1'IC. SYg1EM
=
TEST
GROUNDWATER
ONLY; duc to State and 1,ocal septic votiances:
�-
UNDERGROUND ELECTRIC LINE
,
Board. of I lealth review and approval is required forTP
- #I
- CTV-
atly; fufurc. additions/rcnOss+tions/altcrafions to
-l- 40.4
SPOT ELEVATION
sewage fieilitiesand/or.structures/dwelling:
0" HORIZON TEXTURE
COLOR 96.5
l';artnouth Iaeallh Dew
A `e LOAMY
IOYR
APPROVE-.li'�`Y�
9"
--------SAND------5/1
-
95.8
LOAMY
B
IOYR .
D SAND
5/6
32
--------------------
93.8
Date
me
."
C / MEDIUM
IOYR
SAND
6/4
' ® CB
CONCRETE BOUND
-W
WATER L I NE
O
HYDRANT I
-G
GAS LINE
-- OHW-
OVER HEAD WIRE S
#
LIGHT POST
�-
UNDERGROUND ELECTRIC LINE
T-
UNDERGROUND TELEPHONE LINE
- CTV-
UNDERGROUND CABLEVI SION LINE
-l- 40.4
SPOT ELEVATION
........40 -------
EXISTING CONTOUR
0 IO 20 40 1401
PROPOSED CONTOUR
'i
48-
/46d-- - -
8-
I46 " NO WATER 84.3
DATE: AUGUST 5, 2015
51.. TEST BY: STEPHEN HAAS
WITNESSED BY: AMY VONHONE
--y. PERC RATE: ( 2 MIN/INCH
GENERA L 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 S/ TE 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 I S MORE THAN ONE
OUTLET.
7. BEFORE CONSTRUCTION CALL "DIG- SAFE " .
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
FOR LOCATION OF UNDERGROUND UTILITIES.
8. EXISTING CESSPOOL TO BE PUMPED DRY AND
BACKFILLED.
9. CONSTRUCTION ACCESS TO BE AROUND THE RIGHT
SIDE OF THE HOUSE. DO NOT ACCESS OVER FRONT
YARD.
' Ast'N
'e' f NE y
i .3872,;
VARIANCES REQUIRED:
A/ `
TITLE 5. MAXIMUM FEASIBLE COMPLIANCE
SECTION 15.221:(7) GENERAL CONSTRUCTION REQUIREMENTS FOR ALL SYSTEM COMPONENTS
THE TOP OF ALL SYSTEM COMPONENTS SHALL BE NO DEEPER THAN 36' BELOW GRADE.
A VARIANCE IS REQUIRED FOR THE TOP OF THE SAS TO BE UP TO 5' DEEP ON ONE END.
SEPT / C SYS TEM DE'S I GN
157 NORTH MA 1 N STREET. MAP 80. PARCEL
SOUTH YARMOUTH. MA.
PREPARED FOR:
EDWARD CL OUCHER TY
20 PLEASANT VALLEY C / RCL E7. W ROXB UR Y . MA
SCALE : 1 20 AUGUST t/. 20 1 S
STEPHEN A. HAAS
_ E N C I NEER I N G, I N C
P . O . Box 16
South Dennis, MA 02660
( 508 ) 362-8132
1-4
02132
JOB NO: 15-030