HomeMy WebLinkAboutEngineered Plan - 2019SYSTEM PROFILE
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE
TOP FOUND. EL. 29.4' 1 FILTER FABRIC OVER STONE
MINIMUM J5' OF rOVFR OVFR PRFCAST
PRECAST H-10
RISERS (TYP.) 29.38
U 10" EXISTING 14"
TEE SEPTIC TANK** TEE
GAS BAF
MIN. 2" WALL THICKNESS
4"GSCH40 PVC
PIPES LEVEL 1ST 2'
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
CONCRETE COVERS TO WITHIN 3" GRADE
2% SLOPE REQUIRED OVER SYSTEM
BLOCKS OR
MORTAR ALL PRECAST RISERS
H-10
COMPONENTS
ENDS ri
60�00�^. soa
M.
F
SIDES 77 fl'
28.18±'* ° ° �—�' ° ° o 0 0 �a�� �a�0 000008 Da�a— LJi '0-0-0-0-
° ° ° ° aoaa000000a °°°°°° oa�00000�ao °°°°°°°°
�00000000C 00 O 0 cc
°O°°00°O
000°00000000 000°0'0000 O O O L O O O O O 0'0 0 0' O O O O O O O O 8 0 0 0
LE ::• ° ° o ° ° ° 0 0 ° o Doaa 00���0� 0'o°o°0 0���0����0� °0°0°000
CC
o o °�° o_
° N �000000o` a�a�a�a�o�o 0000o0 ooaa��a0000 :00000000 ,
26.59' 26.32' °000° °°°°°° , °°°°°°°° 24.17
> 0 0 o o ,,.,0000 0 0 0 0
6" MIN. SUMP } LH -10
12" MIN. INT. DIM. I 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
3/4"-1-1/2" DOUBLE WASHED STONE (2) UNITS REQUIRED
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30' X 9.83'
COMPACTION. (15.221 [2]) r,
6
(12.27. SLOPE) (-j-7. SLOPE)
FOUNDATION— EXIST. SEPTIC TANK 13' D' BOX 17' LEACHINGFACILITY
18.5' BOTTOM TH-2
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT NO GROUNDWATER FOUND
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 1000 GALLONS AND ITS SUITABILITY FOR RE—USE. REPLACE
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE
CONDITIONS IF NOT SUITABLE
LEGEND
99—
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
—[99]—
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
TEST HOLE
2�
SLOPE OF GROUND
�n
UTILITY POLE
VIC
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: PHIL RENAUD
DATE: 4/3/19
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ow
10"
4
A
LS
1OYR 3/2
ELEV.
29.5'
B
LS
26„ 1 OYR 4/6 27.3
C.
PERC
MS
1OYR 5/8
132" I 118.5'
NO GROUNDWATER ENCOUNTERED
DCE #19-064
Scale:1 "= 20'
0 10 20 30 40 50 FEET
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H -1Q
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH
310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR
CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL
BE REMOVED BENEATH AND 5' AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
BEDROOM BATH KITCHEN DINING
ROOM
LIVING
BEDROOM BEDf�00M ROOM
FLOOR PLAN
NOT TO SCALE
LOCUS MAP
SCALE - 1 "=2000'±
ASSESSORS MAP 79 PARCEL 98
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001CO591J
DATED - 7/16/2014
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
**RE -USE EXISTING 1000 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (30 + 9.83) 2 (.74) 118 GPD
BOTTOM 30 x 9.83 (.74) 218 GPD
TOTAL: 454 S.F. 336 GPD
1
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5'
BETWEEN UNITS
Yarmouth Health Department
IL 't
/IN»e Date
LA —\5—Nc,\
DATE
...............
DANIEL A. OJALA, P.E., P.L.S.
MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
#8 BRENTWAY DRIVE
SOUTH YARMOUTH, MA
PREPARED FOR
CYNTHIA DeOLIVEIRA
DATE: APRIL 15, 2019
off 508-362-4541
I fax 508-362-9880
downcope.com
down Coe ea�ineerin4g, inc,
civil engineers
land surveyors
939 Main Street (' Rte 6A)
YARMOUTHPORT !MA 02675
19-064 DEOLVIERA.DWG
eo on
o
Q,
�n
.c
O � Q
s
1 -.
� �
of on' Locus
9fj
00/
a
00
N
g
3
0
voo&
vplti
Pine
S.
LOCUS MAP
SCALE - 1 "=2000'±
ASSESSORS MAP 79 PARCEL 98
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001CO591J
DATED - 7/16/2014
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
**RE -USE EXISTING 1000 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (30 + 9.83) 2 (.74) 118 GPD
BOTTOM 30 x 9.83 (.74) 218 GPD
TOTAL: 454 S.F. 336 GPD
1
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5'
BETWEEN UNITS
Yarmouth Health Department
IL 't
/IN»e Date
LA —\5—Nc,\
DATE
...............
DANIEL A. OJALA, P.E., P.L.S.
MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
#8 BRENTWAY DRIVE
SOUTH YARMOUTH, MA
PREPARED FOR
CYNTHIA DeOLIVEIRA
DATE: APRIL 15, 2019
off 508-362-4541
I fax 508-362-9880
downcope.com
down Coe ea�ineerin4g, inc,
civil engineers
land surveyors
939 Main Street (' Rte 6A)
YARMOUTHPORT !MA 02675
19-064 DEOLVIERA.DWG