HomeMy WebLinkAboutEngineered Plan - Rev. 2013N
ACCESS COVERS MUST BE WITHIN
6- OF FINISH GRADE
FIRST 2' TO /
BE LEVEL -7
T Ztj 11 102.75 U 100. 1 �
2'
100.27 � o /00.0
9' MINIMUM.
J' MAXIMUM COVER
1 3 OUTLET 2-500 GAL LEACHING CHAMBERS
'we WD-BOX W14' STONE AROUND. 12.8 ' w x 25'1 x 2 . d
1500 GALH-20
SEPTIC TANK
H-20 6' CRUSHED STONE OR
COMPACTED BASE
PROF I L E: NOT TO SCALE
`'00'E
N 84°55II3.49'
�r
i
/ / ��'-�� - ---- - 111.0
rEXI$TiNG I w
TANK/ -
tu
09.6 BM. CORNER BH 1 v
r -( I I 1 EL -110.41 h
1
r- 1 l ir/ /Jr 09. /
DECK /
I Z
1 / //EX/SjING `P(R OS£D -
a o
� 6 to// SA S/ � � I � ;\ G gAGE O
I /tn CY / TPr2 1- \ O
EXISTING y N
-(- -- I DWELLING n 0
® m
1 /
96 97 f 1 3d.2' 1 SHED TO BE
REMOVED /
j1y i I I I
lyj I 1 I I { I
sy /
105.1 BY. CORNER STEP
EL -110.49 STONE WALL �/ x
1l~ I i I TNS � •.:•1•:: ... D -e X
'.•'� �••::::.:.:: 1 C
SOIR£MO AL / i ::: {:: .. ro 1 `-
1 \EAL I
SEEI NOTE 5. 1 .:.' \
1 1 \I 1•.•: ;.�). � �DR 1 tYE� Y
1-9 SPRUCE r
p' 112.8'
so Lor t7,11
m
EX0,T.(NG STONE DRIVE,-I-J2S. F.
99.03 \ \ O \ 1.72 '
\ \\ O \ _ X9.40"W �\
\ 102.71 MULCH - 1
REUSE 2 EXISTING 1
500 GALLON LEACHING
CHAMBERS W/NEW 4' STONE AROUND
O RC' HID LANE
INVERT EL E VA T I ONS :
DESIGN CRITERIA-
GENERAL NO TES :
WATER L I NE
INVERT AT BUILDING:
104.32
DESIGN FLOW:
SEPTIC TANK AND D -BOX SHALL BE REINFORCED
OHW-
MIN 2' OF PEASTONE
SOIL TEST
PIT
DA
TA ®
-T-
UNDERGROUND TELEPHONE LINE
INVERT IN SEPTIC TANK:
103.0
3 BEDROOMS AT 1/0 G.P.D. PER
I.
THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
OR FILTER FABRIC
INVERT OUT SEPTIC TANK:
102.75
BEDROOM EQUALS 330 G.P.D.
BOTH SHALL BE WATERTIGHT. D -BOX SHALL BE WATER
OF THE SEWAGE DISPOSAL SYSTEM ONLY.
INVERT 1N DIST. BOX:
100.27
INDICATES
3/4" - ! 1/2" D/A.
INVERT OUT DIST. BOX:
100.1
NO GARBAGE GRINDER
2.
VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS
DOUBLE WASHED STONE
TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE
SET. SEE SITE PLAN.
TEST
INVERT IN LEACH CHAMBER:
100.0
OUTLET.
TP #1
SEPTIC TANK REQUIRED:
TP #2
BOTTOM OF LEACH CHAMBER:
98.0
330 G.P.O. X 200% - 660 GAL.
J.
ALL CONSTRUCTION METHODS AND MATERIALS AND
COLORHOR
ADJUSTED GROUND WATER:
N/A
SEPTIC TANK PROVIDED: 1500 GAL. MIN.
COLOR
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
OBSERVED GROUND WATER:
N/A
/03.0
0*
CONFORM TO MASS. D.E. P. TITLE 5 AND LOCAL
BOTTOM OF TEST HOLE *I:
91.0
SOIL ABSORPTION SYSTEM REQUIRED:
FILL
BOARD OF HEALTH REGULATIONS.
0
DESIGN PERC RATE C 5 MIN/INCH
SOIL TEXTURAL CLASS - 1
4.
ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
8.
EFFLUENT L DAD I NG RATE - 0.74 GPD/SF
45" --------------------
AREAS SUBJECT TO VEHICULAR TRAFF i C OR GREATER
99.3
I" -----------------------
330 GPD / 0.74 GPD/SF - 446 S.F. REQUIRED
THAN 3' 1N DEPTH SHALL BE CAPABLE OF WITH-
FINE
IOYR
STANDING H-20 WHEEL LOADS.
SANDY
IOYR
PROVIDED: 2-500 GAL LEACHING CHAMBERS
B
SAND
6/6
A
W/4' STONE AROUND. A-471 S.F.
5.
ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
FACILITY TO BE REMOVED FOR A DISTANCE OF 5'
52" --------------------
471 S. F. x 0.74 - 348 G. P. D.
6'
APPROVED EQUAL.
`'00'E
N 84°55II3.49'
�r
i
/ / ��'-�� - ---- - 111.0
rEXI$TiNG I w
TANK/ -
tu
09.6 BM. CORNER BH 1 v
r -( I I 1 EL -110.41 h
1
r- 1 l ir/ /Jr 09. /
DECK /
I Z
1 / //EX/SjING `P(R OS£D -
a o
� 6 to// SA S/ � � I � ;\ G gAGE O
I /tn CY / TPr2 1- \ O
EXISTING y N
-(- -- I DWELLING n 0
® m
1 /
96 97 f 1 3d.2' 1 SHED TO BE
REMOVED /
j1y i I I I
lyj I 1 I I { I
sy /
105.1 BY. CORNER STEP
EL -110.49 STONE WALL �/ x
1l~ I i I TNS � •.:•1•:: ... D -e X
'.•'� �••::::.:.:: 1 C
SOIR£MO AL / i ::: {:: .. ro 1 `-
1 \EAL I
SEEI NOTE 5. 1 .:.' \
1 1 \I 1•.•: ;.�). � �DR 1 tYE� Y
1-9 SPRUCE r
p' 112.8'
so Lor t7,11
m
EX0,T.(NG STONE DRIVE,-I-J2S. F.
99.03 \ \ O \ 1.72 '
\ \\ O \ _ X9.40"W �\
\ 102.71 MULCH - 1
REUSE 2 EXISTING 1
500 GALLON LEACHING
CHAMBERS W/NEW 4' STONE AROUND
O RC' HID LANE
72" RESPONSIBIL I TY TO OBTAIN ALL PERMI TS. SPECIAL
PERMITS. VARIANCES ETC. FOR THIS PROJECT.
l0. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
TO HAVE THE PROPOSED BUILDING FOUNDATION
144NO WA TER NO WATER 9/.D DES J GNED TO ACCOUNT FOR THE EXISTING GRADE
" 9/.0 J44 '
AND SOIL COND I T I ONS AT THE L OCA T I ON OF THE
DATE: JULY 27. 1999 PROPOSED BUILDING.
TEST BY: STETSON HALL
WITNESSED BY: KELDA WELSH
PERC RATE: C 2 MIN/INCH
r
��
Yarmouth bea1,, jDepartr ent P o JOHN �N
DEMAREST,JR. t"
Date
ZA-% �L 1_ /?�' 01
S TE PLAN OF7 LAND
4 ORCHID LANE, MAP 55. PARCEL 52.2
WEST YARMOUTH. MA---
PREPARE-0 FOR:
FEB 2 8 2013
MATT CH l L_ D S HEA a DEPI.
SCALE: 1-- 20* NOVEMBER 13. 2012
REVISED: FEBRUARY 27. 2013
STEPHEN A. HAAS
_
ENGINEERING, INC
N 923 Route 6A
Yarmouthport ° MA. 02675
( 508 ) 362-8132
A
LEGEND
in CB
CONCRETE BOUND
-W
WATER L I NE
O
HYDRANT
6.
SEPTIC TANK AND D -BOX SHALL BE REINFORCED
OHW-
OVER HEAD WIRES
SOIL TEST
PIT
DA
TA ®
-T-
UNDERGROUND TELEPHONE LINE
PRECAST CONCRETE OR APPROVED POLYETHYLENE.
UNDERGROUND CABLEVISION LINE
+ 40.4
SPOT ELEVATION
40- •-_--
EXISTING CONTOUR
0 /0 '20 40 40
PROPOSED CONTOUR
BOTH SHALL BE WATERTIGHT. D -BOX SHALL BE WATER
INDICATES
INDICATES
PERCOLATION
=
OBSERVED
TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE
TEST
GROUNDWATER
OUTLET.
TP #1
TP #2
7.
BEFORE CONSTRUCTION CALL 'DIG -SAFE',
HOR I ZON
'
TEXTURE
COLORHOR
l ZON
TEXTURE
COLOR
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
0
/03.0
0*
103.0
FOR L OCA T I ON OF UNDERGROUND UTILITIES.
FILL
0
8.
ALL UNSUITABLE MATERIAL IFILL. A & B HORIZONS)
45" --------------------
99.3
I" -----------------------
102.9
FINE
IOYR
SANDY
IOYR
ENCOUNTERED BELOW THE INVERT OF THE LEACHING
B
SAND
6/6
A
LOAM
5/3
FACILITY TO BE REMOVED FOR A DISTANCE OF 5'
52" --------------------
98.7
6'
--------------------
102.5
AROUND AND REPLACED WITH SAND IN ACCORDANCE
C I
MEDIUM
IOYR
B
LOAMY
IOYR
WI TH TI TLE 5.
SAND
7/3
SAND
6/6
13"
-------
-_--- -
- - - -
101.9 9.
NO DETERMINATION HAS BEEN MADE AS TO
Cl
MEDIUM
IOYR
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
SAND
7/2
REGULATIONS. IT SHALL REMAIN THE CLIENTS
72" RESPONSIBIL I TY TO OBTAIN ALL PERMI TS. SPECIAL
PERMITS. VARIANCES ETC. FOR THIS PROJECT.
l0. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
TO HAVE THE PROPOSED BUILDING FOUNDATION
144NO WA TER NO WATER 9/.D DES J GNED TO ACCOUNT FOR THE EXISTING GRADE
" 9/.0 J44 '
AND SOIL COND I T I ONS AT THE L OCA T I ON OF THE
DATE: JULY 27. 1999 PROPOSED BUILDING.
TEST BY: STETSON HALL
WITNESSED BY: KELDA WELSH
PERC RATE: C 2 MIN/INCH
r
��
Yarmouth bea1,, jDepartr ent P o JOHN �N
DEMAREST,JR. t"
Date
ZA-% �L 1_ /?�' 01
S TE PLAN OF7 LAND
4 ORCHID LANE, MAP 55. PARCEL 52.2
WEST YARMOUTH. MA---
PREPARE-0 FOR:
FEB 2 8 2013
MATT CH l L_ D S HEA a DEPI.
SCALE: 1-- 20* NOVEMBER 13. 2012
REVISED: FEBRUARY 27. 2013
STEPHEN A. HAAS
_
ENGINEERING, INC
N 923 Route 6A
Yarmouthport ° MA. 02675
( 508 ) 362-8132
A
LEGEND
in CB
CONCRETE BOUND
-W
WATER L I NE
O
HYDRANT
-G
GAS LINE
OHW-
OVER HEAD WIRES
_ 4'
LIGHT POST
-E-
UNDERGROUND ELECTRIC LINE
-T-
UNDERGROUND TELEPHONE LINE
- CTV-
UNDERGROUND CABLEVISION LINE
+ 40.4
SPOT ELEVATION
40- •-_--
EXISTING CONTOUR
0 /0 '20 40 40
PROPOSED CONTOUR