HomeMy WebLinkAboutCertificate of Occupancy_
SYSTEM PROFILE
2. MUNICIPAL WATER IS EXISTING
A'^G SUMMARY �/
ZONINSUMMAR T
SYSTEM DESIGN:
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(NOT TO SCALE)
L
4. DESIGN LOADING FOR .ALL PROPOSED PRECAST
00
e°5 tia
(GARBAGE DISPOSER IS NOT ALLOWED )
S P
O
PROVIDE MIN. 20" DIAM. WATERTIGHT
MIN. LOT SIZE 40,000 S.F.
5. PIPE JOINTS TO BE MADE WATERTIGHT.
MIN. LOT FRONTAGE 150'
DESIGN FLOW: 6— BEDROOMS 110 GPD = 660 GPD
( )
MIN. FRONT SETBACK 30
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
MIN. SIDE SETBACK 20'
_
_ STRUCTURE 310 CMR 15.000 (TITLE 5.)
USE A 660 GPD DESIGN FLOW
TOP FOUND.
EL. 13.0'
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
SEPTIC TANK: 660 2 = 1320
GPD �
SLAB EL 12.5•
. ,
CONCEALED WITHOUT INSPECTION BY BOARD OF
BASS RIVER PROPERTY LLC
HEALTH AND PERMISSION OBTAINED FROM BOARD
f
2.
OF HEALTH.
59 HILLTOP ROAD
_
CHESTNUT HILL MA 02467
—)
MINIMUM .75'
of COVER OVER PRECAST
USE EXISTING 1500 GALLON SEPTIC TANK FOR MAIN HOUSE
_.
PRECAST H—'I+
NOTE: 2" MIN. WALL
THICKNESS REQUIRED
AS WELL A XISTI
S E NG 1000 GAL. ST )
RISERS TrP:
2'ss { �
4"0SCH40 PVC
USE A 1500 GALLON SEPTIC TANK FOR PROPOSED BEDROOM IN GARAGI
.:
6" MIN. Su►�P
PIPES LEVEL 1ST 2'
12" MIN. INT. DIM.
*9.8'
9.45'
10" 1500 GAL H-20 14"
TEE SEPTIC TANK TEELEACHING:
_, _
9.20'°°°Q0e°°oo°°C
GAS BAFFLE
::` O O�°�O^°^O O
'�°°°°°°°�°°'
USE EXISTING 6 BEDROOM LEACHING INSTALLED 7-11-2007
_
..
4 LIQ. LEVEL (ACME OR EQUAL)
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0 0 ,o 0 0• o �o� O
0;0;0;0;0;0;0;G;0;0; 0 0 0 0 0 0 0
* INSTALLER SHALL
*THEI
-� H0
O o�
0 0 0
VER FY T LOCATIONS F
HE LOC
ALL
-
• 0 0
-00000 0 0 0 0 0 0 0 0 0 0 0 --
O O O O O O O O O
�°°°O°°�°�������0„o,o°O°°• UTILITIESANDALL BUILDING.
SEWER .OUTLETS AND
ELEVATIONS
-
6" CRUSHED STONE OR MECHANICAL PRIOR TO INSTALLING
ANY PORTION OF SEPTIC SYSTEM
COMPACTION. .(15.221 [21)
2.5
( q SLOPE) ( i % SLOPE)
EXISTING
GARAGE
FOUNDATION—
EXISTING
11 SEPTIC TANK 44 D' BOX EXIST.
LEACHING
FACILITY
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS EXISTING
A'^G SUMMARY �/
ZONINSUMMAR T
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
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-
ZONING DISTRICT: RS IAL DISTRICT
40 RESIDENTIAL
4. DESIGN LOADING FOR .ALL PROPOSED PRECAST
00
e°5 tia
UNITS TO BE AASHO H -2.Q
S P
O
MIN. LOT SIZE 40,000 S.F.
5. PIPE JOINTS TO BE MADE WATERTIGHT.
MIN. LOT FRONTAGE 150'
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
MIN. FRONT SETBACK 30
WITH
MIN. SIDE SETBACK 20'
_
_ STRUCTURE 310 CMR 15.000 (TITLE 5.)
MIN. REAR SETBACK 20'
7. THISMAX.
PLAN IS FOR PROPOSED WORK ONLY AND
BUILDING COVERAGE 25% 4.0% EXISTING)
( G)
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
OWNER OF REWORD
9. COMPONENTS NOT TO BE BACKFILLED OR
CONCEALED WITHOUT INSPECTION BY BOARD OF
BASS RIVER PROPERTY LLC
HEALTH AND PERMISSION OBTAINED FROM BOARD
C/O FRANCIS V LLOYD III
OF HEALTH.
59 HILLTOP ROAD
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CHESTNUT HILL MA 02467
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND & (� c
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT F LOCUS MAP
.WORK. E �
REFERENCES
- SCALE 1"=2000'±
,,=2000,t
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL
BE REMOVED BENEATH AND 5' AROUND THE D684142 ASSESSORS MAP 43 PARCEL 24
PROPOSED LEACHING FACILITY. LCP 17112A&B
LOCUS IS WITHIN FEMA FLOOD ZONE X (0.2
CPT ANNUAL CHANCE FLOOD HAZARD) AND
ZONE VE (EL. 13) AS SHOWN ON COMMUNITY
PANEL #25001CO587J DATED 7/16/2014
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22/- PLEASANIT STREET
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PREPARED FOR
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DATE: MAY 14, 2018
REV.: AUGUST 30, 2018
REV.: OCTOBER 11, 2018
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DATE DANIEL A. OJALA, P. E., P.L.S. 939 Main Street ( Rte 5A)
YARMOU THPOR T MA 02575
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CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND & (� c
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT F LOCUS MAP
.WORK. E �
REFERENCES
- SCALE 1"=2000'±
,,=2000,t
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL
BE REMOVED BENEATH AND 5' AROUND THE D684142 ASSESSORS MAP 43 PARCEL 24
PROPOSED LEACHING FACILITY. LCP 17112A&B
LOCUS IS WITHIN FEMA FLOOD ZONE X (0.2
CPT ANNUAL CHANCE FLOOD HAZARD) AND
ZONE VE (EL. 13) AS SHOWN ON COMMUNITY
PANEL #25001CO587J DATED 7/16/2014
,j
N
P I is N
�wxo;i
OF
22/- PLEASANIT STREET
SOUTHYA.ROtTPL
PREPARED FOR
DAVENF--"0tv--1`T BU1Lr1-".')11"m'G0 N "
DATE: MAY 14, 2018
REV.: AUGUST 30, 2018
REV.: OCTOBER 11, 2018
Scole:1"= 20'
R��r,nnAn
0 10 20 30 40 50 FEET
A V7
�, �u,t>� ;;�� y y off 508-362-4541
"1 NJ. J0 1DANIELA. fax 508-362-9$80
do C,P ' c OJAL? I i downcope.com
l FESS\0 � 'k. CI\!IL N'R
4.46 _ 7 C4C'4g/Jif'@JJ/1; Jir4G.
((9--11-tom \ civil engineers
��
°^!� land surveyors
DATE DANIEL A. OJALA, P. E., P.L.S. 939 Main Street ( Rte 5A)
YARMOU THPOR T MA 02575