HomeMy WebLinkAboutEngineered Plan - 2018TOP OF FOUNDATION
ELEVATION 99.60
ROUTE 6
WHITES PATH
SITE
BEACON 5� 9s��-
S�.
9L�
LOCUS
SCALE 1 "=1500'
N/F
PATRICK H SILVESTRO
CIO WAYNE L EARNES
143 ASTOR WAY
MAP/LOT
EXISTING LEACH PIT
TO REMAIN
EXISTING DISTRIBUTION f
BOX TO BE REMOVED
PROPOSED 9.89' X 18'
ADDITION TO MASTER BEDROOM
(BATHROOM AND WALK-IN CLOSET)
(SLAB FOUNDATION)
OF 6' CRUSHED STONE
PROPOSED SEPTIC TANK
(H10)
EXISTING TANK
TO BE REMOVED
T PROP.OSED.NEW
1,500 GALLON
.SEPTIC TANK
99.
PROPOSED >
DISTRIBUTION BOX S2.95
W c
5 -142 0
CA
l w
.71
X 98.35
-10
.0,
Z'
J
N/F
JUDITH S DEAL
22 MONOMOY ROAD
MAP/LOT 99115
0
RISERS TO BE INSTALLED
TO BRING COVERS
TO WITHIN 6" OF GRADE
RISER ON D-BOX TO
BE BROUGHT TO GRADE
WITH CAST IRON FRAME AND COVER
SYSTEM PROFILE
NOT TO SCALE
ZONING REQUIREMENTS
ZONING DISTRICT: R-40
REQUIRED
EXISTIN
PROPOSED
MINIMUM FRONT YARD SETBACK
30'
33.3't
33.3't
MINIMUM SIDE YARD SETBACK
20'
36.6't
30.8't
MINIMUM REAR YARD SETBACK
20'
27.7't
27.7't
MAXIMUM PERCENT TOTAL LOT COVERAGE
25%
10.47.t
11.6%±
EXISTING
FENCE
U+ 0
O
� rn
98.47
X
r. 2d RE
SEIB
� o
-o
98.85
p Q_ io
-o
.._'
18" SPRUCE
EXISTING 1000 GALLON
LEACH PIT
TO REMAIN
PROPOSED ADDITION -
MASTER BATH AND WALK-IN CLOSET
(SEE ARCHITECHURAL DRAWINGS)
X 98.71
BENCHMARK LIVING RM
GARAGE
MAC NAIL SET
ELEVATION = 98.30' (ASSUMED)
\ 9G
i
"J
24" TULIP \�
o �,y��' X 99.08
EXISTING GAS 1
METER jo \
97.62
i 97.52
�f `\, n LOT 299 � `\
o �, \ 14,999 SQ. FZ. t \
° I \ 0.34 ACRES \±
Xg7
\
\\481.35 PERIMETER `
X 98.80 \ \
EXISTING ELECTRIC 96.71
METER \12",f'lNE (TYP.}
W\III/ A=58.30
\\ R=30.00' >'
/Ill\
D=1 1'20'55> 96.53
0 93�3'96.78
.52 5 7 4 22, 56„ W riID
� g0
>('97 04
SUN
ROOM
KITCHEN I MASTER
BEDROOM
I PORCH I
BATH I BEDROOM
FLOOR PLAN
NOT TO SCALE
p,52659 �
0
kis-rE
IONAL
LEGEND
o�
PROPERTY LINE
------------104---------------
EXISTING CONTOUR
- - -104 - - -
d
PROPOSED CONTOUR
EXISTING FENCE
:T X-T-
vHP
EXISTING OVERHEAD UTILITIES
W-
EXISTING WATER LINE
PROPOSED WATER LINE
W
G
PROPOSED NATURAL GAS LINE
--UGE
PROPOSED UNDERGROUND
POWER/TELCOM
rim
TP-1
LOCATION OF TEST
PIT/PERC TEST
99.76 X
EXISTING SPOT ELEVATION
QFH
EXISTING FIRE HYDRANT
UP -0-
EXISTING UTILITY POLE
SH
BULKHEAD
0��
PROPSED SPOT GRADE
SITE INFORMATION
ADDRESS: 137 ASTOR WAY
SOUTH YARMOUTH MA 02664
MAP/LOT: 99/ 16
DEED REFERENCE: DOCUMENT 1286585
DESIGN CALCULCATIONS
DESIGN FLOW
110 GALLONS/DAY/BEDROOM X 3 BEDROOMS = 330 GALLONS/DAY
200% DAILY FLOW = 660 GALLONS; USE NEW 1,500 GALLON TANK
REQUIRED LEACHING CAPACITY
USE EXISTING LEACHING FIELD
GENERAL NOTES:
1. NONE OF THE SUBJECT PROPERTY IS WITHIN THE LIMITS OF A FEMA
FLOOD HAZARD ZONE AS SHOWN ON PANEL NO. 25001 CO587J, EFFECTIVE
DATE JULY 16, 2014.
2. THE SITE IS LOCATED WITHIN A ZONE II AREA.
3. THERE ARE NO STREAMS OR WETLANDS WITHIN 100-FEET OF THE
PROPOSED SUBSURFACE SEWAGE DISPOSAL SYSTEM.
4. VERTICAL DATUM IS ASSUMED
5. ALL CONSTRUCTION MEANS AND METHODS SHALL CONFORM TO 310 CMR
15.00 STATE REGULATIONS AND LOCAL BOARD OF HEALTH AND BUILDING
DEPARTMENT REGULATIONS.
6. ALL JOINTS IN THE TANK AND DISTRIBUTION BOX SHALL BE MADE
WATERTIGHT THROUGH THE USE OF ASPHALT OR SYNTHETIC POLYMER
SEALERS OR HYDRAULIC CEMENT.
7. DIGSAFE AND LOCAL UTILITY COMPANIES SHALL BE CONTACTED PRIOR TO
ANY EXCAVATION OCCURRING.
8. LOCATION OF UTILITIES ON THIS PLAN ARE APPROXIMATE AND SHALL BE
. VERIFIED IN THE FIELD.
-9.- --THE SEPTIC SYSTEM INSTALLER _SHALL NOTIFY THE._DESIGN_ENGINEER_2__
DAYS PRIOR TO BEGINNING INSTALLATION OF THE SYSTEM TO ALLOW FOR
SCHEDULING OF INSPECTIONS
10. THE INSTALLER SHALL VERIFY EXISTING BUILDING SEWER AND LEACH PIT
INLET INVERT ELEVATIONS PRIOR TO THE PLACEMENT OF ANY STRUCTURES.
11. THIS DESIGN DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER
Yarmouth Health Depzutment
ED
lame Date
4 CRESTVIEW DRIVE
EAST SANDWICH, MA 02537
PHONE: (508) 400-2365
SITE DESIGN, LLC
Residential Site Design and Permitting
LOG770,91-
137 ASTOR WAY
SOUTH YARMOUTH, MA 02660
cu N
DAVID AND SUSAN KITCHEN
42 SUMMER STREET
NORWELL, MA 02061 .
DRAW/NO nRE
SUBSURFACE SEWAGE DISPOSAL SITE PLAN AND PROFILE
SG4L£. a0r DRAW/NC NQ
1 "=20 7/16/2018 -]_ DF