HomeMy WebLinkAboutEngineered Plan - 2019FOUNDATION
PRECAST H-10
RISERS (IYP.)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
38.0
10" EXISTING 14"
TEE SEPTIC TANK** TEE
GAS BAF
EXIST. SEPTIC TANK
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
LEGEN D
99—
EXISTING CONTOUR
X 991
EXIST. SPOT ELEV.
—[991—
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
�a.
_0�
TEST HOLE
2�
SLOPE OF GROUND
�o
UTILITY POLE
Y
FIRE HYDRANT
NOTE. NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: PHIL RENAUD
DATE: 12/5/19
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV.
1
0" 4 36.0'
A
LS
30" 1OYR 4/2
B
LS
41's 1 OYR 5/6 32.6'
C
PERC
MS
1OYR 7/4
132"
25.0'
NO GROUNDWATER ENCOUNTERED
LICE #19-399
SYSTEM PROFILE
(NOT TO SCALE)
2" PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
H-20 CAST IRON COVERS TO GRADE
2% SLOPE REQUIRED OVER SYSTEM 136.0'-37.9
VENT W/ CHARCOAL FILTER
WATERTEST D'BOX FOR LEVELNESS BLOCKS OR
MIN. 2" WALL THICKNESS PRECAST RISERS
4"OSCH40 PVC
PIPES LEVEL IST 2' 4'— COMPONENTS INVERT IN 31.82'
ENDS (NP') SIDES 32.92'
O°000°O° .. ... .. ... . ... .. ... .. :. .' ,. ... .. .. ''. 00 O O
32.3±'* 000000000000 6" MIN. SUMP oQoo ®®®®jam®j®® ®® EA ®� 0000°o°o
-!g. 0�0 > O°O°O°O OLS®®®® �� ® ® !°0000°O°
_ogo�o„o_ 12" MIN. INT. DIM.°0000000 ®®® yj®q�� °0000°o°
J J > o°O°O o ®®®®®®®®®®® ®®®®®® ®®L7®°o°o°o°o
DO°0°000
32.09 1.92 °°°°°°°° M" 00 29.82
I
' H-20 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL. 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN.
ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83'
COMPACTION. (15.221 [21)
( 1 % SLOPE) ( 1 % SLOPE) OR
H-20 LEACHING
21' D' BOX 12' FACILITY
**INSTALLER SHALL CONFIRM MINIMUM
SEPTIC TANK SIZE AT 1000 GALLONS
AND ITS SUITABILITY FOR RE—USE.
REPLACE WITH 1500 GALLON SEPTIC
TANK APPROPRIATE TO SITE
CONDITIONS IF NOT SUITABLE
Scale:1 "= 20'
0 10 20 30 40 50 FEET
25.0' BOTTOM TH-2
NO GROUNDWATER FOUND
***INSTALLER TO CONFIRM NO
GROUNDWATER DOWN TO EL. 24.8 MINIMUM
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 -2Q
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.
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 151 PARCEL 87
VARIANCE REQUESTED UNDER MAX. FEASIBLE
COMPLIANCE 15.405 1b: SAS TO BE > 3' BUT < 6'
BELOW FINISH GRADE (VENT AND H-20 PROVIDED)
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 3 BEDROOM DWELLING
DESIGN—FLOW: 3- BEDROOMS Q 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 (25 + 12.83) 2 (.74) 112 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
T9Tv 472 S.F. 349 GPD
Permit valid for REPAIR OF SEPTIC SY ' EM
ONLY, due It state and Local aepticWE-e4rian• 500 GAL. LEACHING CHAMBERS ACME OR EQUAL
Board of Health review and approval is ,�.-e��?�• ( )
any future additions/renovations/alteaWITI'-I' 40 3TONE ALL AROUND
sewage facilities and/or structures/dwelling.
Yarmouth 11calth Departmcr:t
APPROVED
MA
A P&OV D DATE BOARD OF HEALTH
Name ate
TITLE 5 SITE PLAN
OF
DANIEL A. OJALA, P.E., P.L.S.
20 BAYRIDGE DRIVE
YARMOUTI-IPORT, MA
PREPARED FOR
JOHN ADELIZZI
DATE: DECEMBER 11, 2019
off 508-362-4541
I fax 508-362-9880
downcape.com
dOWO cape enghleerifg, Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
19-399 ADELIZZI.DWG
0
c
3 0�
ftf hGM
Locus
o O
Ktng's
Wary a�� �'� �' ��� ��cS_
-bond
O
setucket �o
oo,
0
�a.
•may
cc
�o.
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 151 PARCEL 87
VARIANCE REQUESTED UNDER MAX. FEASIBLE
COMPLIANCE 15.405 1b: SAS TO BE > 3' BUT < 6'
BELOW FINISH GRADE (VENT AND H-20 PROVIDED)
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 3 BEDROOM DWELLING
DESIGN—FLOW: 3- BEDROOMS Q 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 (25 + 12.83) 2 (.74) 112 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
T9Tv 472 S.F. 349 GPD
Permit valid for REPAIR OF SEPTIC SY ' EM
ONLY, due It state and Local aepticWE-e4rian• 500 GAL. LEACHING CHAMBERS ACME OR EQUAL
Board of Health review and approval is ,�.-e��?�• ( )
any future additions/renovations/alteaWITI'-I' 40 3TONE ALL AROUND
sewage facilities and/or structures/dwelling.
Yarmouth 11calth Departmcr:t
APPROVED
MA
A P&OV D DATE BOARD OF HEALTH
Name ate
TITLE 5 SITE PLAN
OF
DANIEL A. OJALA, P.E., P.L.S.
20 BAYRIDGE DRIVE
YARMOUTI-IPORT, MA
PREPARED FOR
JOHN ADELIZZI
DATE: DECEMBER 11, 2019
off 508-362-4541
I fax 508-362-9880
downcape.com
dOWO cape enghleerifg, Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
19-399 ADELIZZI.DWG