HomeMy WebLinkAboutEngineered Plan - 2014IN
ACCESS COVERS MUST BE WITHIN INSPECTION 9' MINIMUM.
6- OF FINISH GRADE PORT 3 • MAXI MUM COVER
FIRST 2• TO
BE LEVEL
D1AM PIPE CLEAN SAND BACKFILL
97.3 97.0 / / - H-20 AROUND AND 2' OVER CHAMBERS
BAFFLEJ ]]
GAS 9Jj01196.92 96.0
OUTLET l6 HIGH CAPACITY INFILTRATOR
EXISTING OUTLCHAMBERS IN BED FORMATION
1000 GAL -20
SEPTIC TANK
RUSHED STONE OR HIGH CAPACITY CHAMBER
COMPACTED BASE
PROF l L E: NOT TD SCALE �`},� k ��'� • �'�, Y ;`. a; - :x:;?b;f_
W
h
►� O
O �
O h
YRB FAV
L 0CUS MAP
34-
CAP TAIN
6
BRA , C R0 AD
N 84.24.30'E I
108.04� I
LOT 488
I
UP
I >
100.2
CB/DH FNO
INVERT EL E VA T I ONS :
INVERT OUT SEPTIC TANK: 97.3
INVERT IN DIST. BOX:
97. I7
INVERT OUT DIST. BOX:
15,674± S.F. I
INVERT IN LEACH CHAMBER:
I
BOTTOM OF LEACH CHAMBER:
96.0
ADJUSTED GROUND WATER:
N/A
OBSERVED GROUND WA TER:
N/A
LIGHT POST
o
UNDERGROUND ELECTRIC LINE
P
UNDERGROUND TELEPHONE LINE
I
UNDERGROUND CABLEVISION LIN
-I- 40.4
SPOT ELEVATION
_---40 ----.--
EXISTING CONTOUR
R-0
PROPOSED CONTOUR
SAND
6/6
/
� 1
1\
/
BEDROOM
BEDROOM \\
n
xol
/
LIVING
/
ROOM
\
m
/
�
m
r�
m
_
GARAGE
BA BEDROOM �
�
DINING
KITCHEN
\
BATH �
to
\
BM CORNER SH
\\
\\ EL -101.2,8
r
DECK
\ -
\"+100.'9
�--
EXISTING
O
SEPTIC TANK +
\\
\\rl
EXISTING
' ,LEACH PIT
D -BOX
\
, 1 ®100.3
\
100.2
- _ TP+►1
10'04K
\ \
R -OAK
\
ZAv,
\\
�7•�
4_�
-
/0'OAX
16 HIGH CAPACITY
p A
\
\
�\ 1 NF1 L TRATOR CHAMBERS
-OAK
6
SHED
•
`
_ --------F 104.4--------------
100.2
CB/DH FNO
INVERT EL E VA T I ONS :
INVERT OUT SEPTIC TANK: 97.3
INVERT IN DIST. BOX:
97. I7
INVERT OUT DIST. BOX:
97.0
INVERT IN LEACH CHAMBER:
96.92
BOTTOM OF LEACH CHAMBER:
96.0
ADJUSTED GROUND WATER:
N/A
OBSERVED GROUND WA TER:
N/A
BOTTOM OF TEST HOLE #l: 88.8
INDEX WELL A/W 230. ZONE B
FEBRUARY 2014 READING -21.4'. ADJ-0.6'
LEGEND
■ CB
CONCRETE BOUND
-W
WATER L I NE
O
HYDRANT
-G
GAS L INE
OHW-
OVER HEAD WIRES
#
LIGHT POST
---E-
UNDERGROUND ELECTRIC LINE
-T-
UNDERGROUND TELEPHONE LINE
-CTV-
UNDERGROUND CABLEVISION LIN
-I- 40.4
SPOT ELEVATION
_---40 ----.--
EXISTING CONTOUR
R-0
PROPOSED CONTOUR
DESIGN CRITERIA
DESIGN FLOW:
3 BEDROOMS AT 110 G.P.D. PER
BEDROOM EQUALS 330 G.P.D.
NO GARBAGE GRINDER
SEPTIC TANK REOUIRED:
330 G.P.D. X 20OX - 660 GAL.
SEPTIC TANK PROVIDED: 1000 GAL. EXISTING
SOIL ABSORPTION SYSTEM REOUIRED:
DESIGN PERC RATE ( 5 MIN/INCH
SOIL TEXTURAL CLASS - l
EFFLUENT LOADING RATE - 0. 74 GPD/SF
330 GPD / 0.74 GPD/SF - 446 S.F. REOUIRED
PROVIDED: 16 HIGH CAPACITY INFILTRATOR
CHAMBERS. 100 •x 4.73 SF/FT- 473 S.F.
473 S.F. x 0. 74 - 350 GPD
SOIL TEST PIT DA TA
60 INDICA TES INDICA TES
PERCOLATION OBSERVED
TES T GROUNDWA TER
GI.3
/00" -------------------- 92.0
C2 FINE IOYR
SAND _ _614
138" NO WATER 88.8
DATE: MARCH 5. 2014
TEST BY: STEPHEN HAAS
WITNESSED BY: PHIL RENAUD
PERC RATE: C 2 MIN/INCH
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 MATER/ALS 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 "0 I G- SAFE " .
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
FOR LOCATION OF UNDERGROUND UTILITIES.
8. EXISTING LEACH PIT TO BE PUMPED DRY AND
BACKF I L LED .
9. EXISTING SEPTIC TANK TO BE PUMPED AND CLEANED.
INSPECT ANO REPLACE INLET TEE IF REOUIRED.
,•----___ JOHN
Z. a
APP oVED DEMAREST, JR.
q No. 36859,
ame°F ss\ �
I
SEPT / C SYS TEM LEES l ON
2 / CAP TA / N SRAGG ROAD . MAP 77. PARCEL 18
SOUTH YARMOUTH. MA.
P R EP A R E D F O R:
L O R NE w 1 NKF- 1 EL v
' S CA L E l 2 0 MARCH 24, 2014
STEPHEN A. HAAS
"� toENGINEERING, INC
923 Route 6A
Ya rmou t h po r t MA. 02675
E
(50S) 362-S132
JOB NO: 14-004 I
TP #1
0" HORIZON
TEXTURE
COLOR /00.3
A
LOAMY
I 0 YR
SAND
IO" ---------------
99.5
B
LOAMY
I OYR
SAND
4/6
26" -------------
98.1
C /
MED 1 UM
l 0 YR
SAND
6/6
GI.3
/00" -------------------- 92.0
C2 FINE IOYR
SAND _ _614
138" NO WATER 88.8
DATE: MARCH 5. 2014
TEST BY: STEPHEN HAAS
WITNESSED BY: PHIL RENAUD
PERC RATE: C 2 MIN/INCH
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 MATER/ALS 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 "0 I G- SAFE " .
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
FOR LOCATION OF UNDERGROUND UTILITIES.
8. EXISTING LEACH PIT TO BE PUMPED DRY AND
BACKF I L LED .
9. EXISTING SEPTIC TANK TO BE PUMPED AND CLEANED.
INSPECT ANO REPLACE INLET TEE IF REOUIRED.
,•----___ JOHN
Z. a
APP oVED DEMAREST, JR.
q No. 36859,
ame°F ss\ �
I
SEPT / C SYS TEM LEES l ON
2 / CAP TA / N SRAGG ROAD . MAP 77. PARCEL 18
SOUTH YARMOUTH. MA.
P R EP A R E D F O R:
L O R NE w 1 NKF- 1 EL v
' S CA L E l 2 0 MARCH 24, 2014
STEPHEN A. HAAS
"� toENGINEERING, INC
923 Route 6A
Ya rmou t h po r t MA. 02675
E
(50S) 362-S132
JOB NO: 14-004 I