HomeMy WebLinkAboutBLD-20-1555LOCUS
SCALE 1 750'
N
MOTTLING: NONE DATE: OCTOBER 25, 2017
WEEPING: NONE PERFORMED BY: ASA MIN Z, PE
PERC RA :<2 MIN./IN. WTNESSEO BY: BRUCE G. MURPHY, R.S-
SOIL PROFILE
NOT TO SCALE
27 !i , 93.00
_... : 92.61
fIH;C OF PAVEMENT ; ' 1
... 94 _. - - 92.27
.. _ ��� 93.47
A=16.60' N 89'30'00" W
R=-385.00' -. o I 80.50' +.. /
93.46
96
z
94.71 1 - H1�77 �V
1
i £ i x 1 �O� o' 92.02.
X 96.68 9 96.87 I c`> 1
.m ....1
IQ
98.29
170 8 }>
1i1
EXISTING 25.66'
DWELLING PORCH
I � I
TDF=100.00'
1 w ,
X 99.27
ISHI t
99.20 L J I 1 a I
EXISTING 1,000 GALLONj I
TANK TO REMAIN 1 DECK 2.� I
AND BE REUSED -
99.35
1X
TO BE
\//// \\_
K(FZz
BENCHMARK
J
ELEV -100 20'
-----X.
3
97.13
x 11.00'
U • 1
SEPTIC SYSTEM
ED/ABANDONED
ENERAL NOTES) X 99.63
LOT 2 PROPOSED 3 -OUTLET
70031, 68 SO. FT. t H-10 DISTRIBUTION
0 72 ACRES t BOX
PROPOSED S.A.S. `
' (4) H-20 HIGH CAPACITY
`FT 10^.23 1 ATORS WITH 4' OF STONE AROUND
_dd LIMIT OF
CRUSHED STONE
- EXISTING
SHED
X952
PROPER 1 X 98.84 -
7Y UNE (]Yc T
L162019
�
rr,
2A 22
I
I
X 94.94
XI
z
7
RISERS TO BE INSTALLED ON
VERIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION.
TO BE GRADED SUCH THAT
EXISTING TANK TO BRING
COVERS
COVER DOES NOT EXCEED 36'
TO WTHIN 6' OF GRADE
RISER ON D -BOX TO
1.
THE PROPERTY IS LOCATED IN ZONE X OF THE CURRENT FEMA FLOOD MAP
ADORE
BE BROUGHT TO WITHIN
,
i3
REVISIONS 1 -
� ani
6' OF GRADE
2.
THERE ARE NO STREAMS OR WETLANDS WITHIN 100 -FEET OF THE PROPOSED SYSTEM.
ASSES
2S MAP/LOT: 111/04
)K/PG 17368/196
3.
THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION OF THE SUBSURFACE SEWAGE
DEED
4
_
DISPOSAL SYSTEM ONLY '
DE
GN CALCULCATIONS
4.
VERTICAL DATUM IS ASSUMED
i9
PROVIDE SPEED LEVELERS ON OUTLETS''}
5.
ALL CONSTRUCTION MEANS AND METHODS SHALL CONFORM TO .310 CMR .15.00 STATE
V ir° fic s ar [
LgWI
NO PRIVATE WATER SUPPLY WELLS EXIST ITHIN 150' OF
W
REGULATIONS AND LOCAL BOARD OF HEALTH REGULATIONS
11DEOIG
.ONS/DAY/BEDROOM X 3 BEDROOMS = 330 GALLONS/DAY
INSPECTION PORT ON CHAMBERS TO
NO GRAVEL PACKED I
H'2 m
COVER BE BROUGHT TO WITHIN
6.
ALL JOINTS IN THE TANK AND DISTRIBUTION BOX SHALL BE MADE WATERTIGHT
9' MINIMUM 3' OF GRADE
2. OF d' PEASTONE OR
86' OF 4' SCFI ,w
THROUGH THE USE OF ASPHALT OR SYNTHETIC POLYMER SEALERS OR HYDRAULIC
36' MAXIMUM
8 02. NON WOVEN
Pte. 5=0.010 MlN.
CEMENT.
,o
1`aiz 13.
7.
1'
4I
REQUI,'
LEACHING CAPACITY
-
C. - .00
PVC. 5=0.005 MIN.
DESIGI
�GEOTEXTILE
E!£V.=93.25 -TOP CHAMBER
-
330 G
10' DEPTH OF i': - 1 K" DOUBLE
V.=96.21 INV .=92.93
' i
INV.=92.78 -
I a
q I
WASHED CRUSHED STONE
8.
-
INV .=92.75 r
- I
t t 1 t + r -: I; -I
ELEV.-9L92 -BOT. FIELD
LEVEL STABLE BASE CONSISTING
TOWN BY�Ai�v" EGULATI NS
SITE
OF 6' CRUSHED STONE 4'
34' X 75" LEACHING CHAMBER
4'
(SEE SITE PLAN FOR ORIENTATION)
5' MINIMUM SEPARATION TO
FSSrG
PROPOSED 3- OUTLET
DISTRIBUTION BOX
(4)-H20 INFILTRATORS
PROPOSED SOIL ABSORPTION SYSTEM
SEASONAL HIGH GROUNDWATER
GROUNDWATER NOT OBSERVED DURIN
OBSERVATION HOLES
BOTTOM OF TEST HOLE ELEV.=85.00
5
VERIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION.
GENERAL NOTES:
SIT
INFORMATION
10.
WHERE APPLICABLE, UNSUITABLE MATERIAL (A, B AND C
�
1.
THE PROPERTY IS LOCATED IN ZONE X OF THE CURRENT FEMA FLOOD MAP
ADORE
91 BLUE ROCK ROAD
,
i3
REVISIONS 1 -
� ani
SOUTH YARMOUTH
2.
THERE ARE NO STREAMS OR WETLANDS WITHIN 100 -FEET OF THE PROPOSED SYSTEM.
ASSES
2S MAP/LOT: 111/04
)K/PG 17368/196
3.
THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION OF THE SUBSURFACE SEWAGE
DEED
4
_
DISPOSAL SYSTEM ONLY '
DE
GN CALCULCATIONS
4.
VERTICAL DATUM IS ASSUMED
i9
r
5.
ALL CONSTRUCTION MEANS AND METHODS SHALL CONFORM TO .310 CMR .15.00 STATE
V ir° fic s ar [
LgWI
NO PRIVATE WATER SUPPLY WELLS EXIST ITHIN 150' OF
W
REGULATIONS AND LOCAL BOARD OF HEALTH REGULATIONS
11DEOIG
.ONS/DAY/BEDROOM X 3 BEDROOMS = 330 GALLONS/DAY
12.
NO GRAVEL PACKED I
H'2 m
6.
ALL JOINTS IN THE TANK AND DISTRIBUTION BOX SHALL BE MADE WATERTIGHT
PUBLIC WATER SUPPLY WELLS ORS
WITHIN 400' OF THE PROPOSED SYSTEM w
'AC RY
THROUGH THE USE OF ASPHALT OR SYNTHETIC POLYMER SEALERS OR HYDRAULIC
TANK
200%
LY FLOW = 660 GALLONS; USE EXISTING 1,000 GALLON TANK
CEMENT.
,o
1`aiz 13.
7.
ALL UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE ONLY AND SHALL BE FIELD
REQUI,'
LEACHING CAPACITY
-
VERIFIED. DIGSAFE AND LOCAL UTILITY COMPANIES SHALL BE CONTACTED PRIOR TO
DESIGI
ERC RATE = < 2 MIN/INCH
ANY EXCAVATION OCCURRING.
330 G
- / 0.74 GALLONS PER DAY PER SO. FT. = 445.94 SQ. FT.
-_WORK
AAFG,STEa�°,�
'
8.
-
THE SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE DESIGN ENGINEER 2 DAYS PRIOR TO
PEM IFACHING CAPACITY BEGINNING INSTALLATION OF THE SYSTEM TO ALLOW FOR SCHEDULING OF INSPECTION
91.91 SOTTO `- 1REA = 36.00' X 11.00' = 396.00 SO. FT.
�, ...• ., Q,• �, 7A n9 m FT 9. THE EXISTING TANK SHALL BE REUSED. THE EXISTING OfSTRIBUTION BOX AND
474.C2 SO, FT_
VERIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION.
scnce a47F. � . � U �•.:.
0 9S.11/5/2017
10.
WHERE APPLICABLE, UNSUITABLE MATERIAL (A, B AND C
�
BEDROOM BATH-�_---
KITCHEN/DINING
GPD 3ROVIDED = 350.77 GPD
L'
BELOW THE INVERT OF THE INLET TO THE SOIL ASSORPT;
,
i3
REVISIONS 1 -
� ani
REMOVED TO A DISTANCE 5' AROUND THE SYSTEM AND F (J
I NO. DATE DES(
tr � r
,I Y
/ j 1,7y
APPROPRIATE ELEVATION WITH CLEAN SAND PER MASSACh Q! CCC!llJJ
REGULATIONS. 0
H
�
4
_
� ♦c
r ,�
AI
i9
r
��P.1ND.Mq
V ir° fic s ar [
e ]1.
:eT1:Y6.FT
NO PRIVATE WATER SUPPLY WELLS EXIST ITHIN 150' OF
W
i1
-
;
LEGEND I
12.
NO GRAVEL PACKED I
H'2 m
. , r�1
PUBLIC WATER SUPPLY WELLS ORS
WITHIN 400' OF THE PROPOSED SYSTEM w
'a
PROPERTY LINES - �"-"-
A
L
PHO
,o
1`aiz 13.
THIS DESIGN ODES NOT ALLOW FOR THE USE OF A GAR;
u
o
ONTOUR-'--'-. _____-
EXISTING CONTOUR-'---'------
-
14.
14.
THE ELEVATION OF THE EXISTING OUTLET INVERT OR BUI:
'3 ,
_ .104 - _ --
PROPOSED CONTOUR
VERIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION.
scnce a47F. � . � U �•.:.
0 9S.11/5/2017
v t;
X STOCKADE FENCE
�
BEDROOM BATH-�_---
KITCHEN/DINING
L'
,
i3
REVISIONS 1 -
� ani
I NO. DATE DES(
FLOOR PLAN
o o
92.18 - - EXISTING OVERHEAD WIRES
Roti
NOT TO SCALE
4 C
AI
- 9g
r
��P.1ND.Mq
WATER LINE
H'2 m
EAS'A
¢
^
A
L
PHO
o
M liS'� A' J'rJl TO ALL
h�to
_
-_WORK
AAFG,STEa�°,�
TOWN BY�Ai�v" EGULATI NS
SITE
DESIGN
- RANT
9; A51w
FSSrG
Residential Site D
Cn
""-W#iMOUTH" 'iPRT'D�`1E DATE
UTILITY POLE
r coaTmv
t
a
/P
4 a
91 BLUE ROCK ROAD
11
J
m
SOUTH YARMOUTH, MA 02664
y,
FRONT L
.B
�=CL
_ F,,;.
ANTHONY AND NICOLE BOWERS
�.. c
4" INSPECTION I 92.65
BEDROOM'���
PORT (TYP.-BOTH SIDES) I LIVING ROOM LMN>nG M£'
x c SUBSURFACE SEWAGE DISPOSAL SYSTEM o c
r
SITE PLAN AND PROFILE
o , t
96
o
O
a
S 89'55'30
94
W 87.95'
,�
co PORCH
scnce a47F. � . � U �•.:.
0 9S.11/5/2017
_o ♦.
o. O,
BEDROOM BATH-�_---
KITCHEN/DINING
L'
BEDROOM
REVISIONS 1 -
� ani
I NO. DATE DES(
FLOOR PLAN
o o
_
NOT TO SCALE
AI
- 9g
L"I
p