HomeMy WebLinkAboutEngineered Plan - 2019PRECAST H-10
RISERS (TYP.)
ISTING
FOUNDATION -EXISTING
SYSTEM PROFILE NOTES
4" SCH40 VENT WITH
(NOT TO SCALE) ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR CHARCOAL FILTER AS 1. DATUM IS 'NAVD 88 2'0 H-20 CAST IRON COVERS COMPARABLE MEANS FOR FUTURE LOCATION. SHOWN ON PLAN VIEW
TO GRADE BED IN CONCRETE PITCH BACK •TO SAS - .. •2 MUNICIPAL'WATER -IS XI TING
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE UP TO BINDER COAT PAVEMENT 2'0 H-20 CAST IRON COVERS
2" PEASTONE OR GEOTEXTILE
-USE WITH
LOCATIONS1
NO LOW POINTS.
UNTERED SHALL
BE REMOVED BENEATH AND 5' AROUND THE
OF ALL UTILITIES AND ALL BUILDING
SEWER
CONDITIONS IF NOT SUITABLE
TO GRADE BED IN CONCRETE
FILTER FABRIC OVER STONE UP TO BINDER COAT PAVEMENT
/27
OUTLETS AND ELEVATIONS PRIOR TO
INSTALLING
1
3. MINIMUM PIPE PITCH TO 8E 1/8" PER FOOT.
ANY PORTION OF SEPTIC SYSTEM
18.0'
MINIMUM .75'
OF COVER OVER PRECAST
SLOPE REQUIRED OVER SYSTEM 17.7'
qty
NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
1OYR 3/1
14"
WATERTEST D'BOX
'�
B
BLOCKS OR
LS
36"
UNITS TO BE AASH TO H-20.
14.9'
FOR LEVELNESS
r.
4"OSCH40 PVC
�'
PRECAST RISERS
MORTAR ALL H-20
5. PIPE JOINTS TO BE MADE WATERTIGHT.
.16.0'
MIN. 2" WALL
`: PIPES LEVEL 1 ST 2'
(� 4•
COMPONENTS INVERT IN 13.9'
THICKNESS
ENDS
(NP')
SIDE
S
g'
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
10" EXISTING
14"
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7-7. .. r
o
WITH 310 CMR 15.000 (TITLE 5.)
TEE SEPTIC TANK**
'TEE
:. :
14.58 ±* 000000Qa0000 6" MIN. SUMP o
o 0 oOO®0
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®MM" MEj
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7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
;0000000a
GAS
BAFFLE.."
12" MIN. INT. DIM.w
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a�aoonaaaa®
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NOT TO BE USED FOR LOT LINE STAKING OR ANY
14.17'
14.0'
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11.9'
OTHER PURPOSE.
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8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
DOUBLE WASHED
H-20 500 GAL. LEACHING CHAMBERS BY ACME PRECAST
STONE 4' MIN.
OR
EQUAL.
ALL AROUNDUND PRECAST STRUCTURES (3) UNITS REQUIRED
ALL AR
9. COMPONENTS NOT TO BE BACKFILLED OR
6" CRUSHED STONE OR MECHANICAL
OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83'
CONCEALED WITHOUT INSPECTION BY BOARD OF
COMPACTION. (15.221 (21)
HEALTH AND PERMISSION OBTAINED FROM BOARD
b
OF HEALTH.
(-1-7. SLOPE) ( 1%SLOPE)
H-20
H-20
10. CONTRACTOR SHALL BE RESPONSIBLE FOR.
- SEPTIC TANK
LEACHING
41' D' BOX 12'
CALLING DIGSAFE (1-888-344-7233) AND
FACILITY
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
**INSTALLER SHALL CONFIRM MINIMUM SEPTIC 6.9'
WORK.
TANK SIZE AT 1000 GALLONS AND ITS BOTTOM
TH-1
SUITABILITY FOR RE NO GROUNDWATER FOUND
REPLACE 500
11 ANY UNSUITABLE MATERIAL ENCO
*THE INSTALLER SHALL VERIFY THE
LOCATIONS1
GALLON SEPTIC TANK APPROPRIATE TO SITE
UNTERED SHALL
BE REMOVED BENEATH AND 5' AROUND THE
OF ALL UTILITIES AND ALL BUILDING
SEWER
CONDITIONS IF NOT SUITABLE
PROPOSED LEACHING FACILITY.
OUTLETS AND ELEVATIONS PRIOR TO
INSTALLING
1
TEST HOLE
ANY PORTION OF SEPTIC SYSTEM
SLOPE OF GROUND
C-0-)
UTILITY POLE
Y
qty
NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
LEGEND
99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-[991-
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
SOILS
1
TEST HOLE
27,.
SLOPE OF GROUND
C-0-)
UTILITY POLE
Y
FIRE HYDRANT
NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
v POS -
'6F
HMARK:
NAIL SET
" MAPLE �0
3' NAVD88 'G
PROP. VENT WITH CHARCOAL
FILTER AND BUGSCREEN
(FINAL PLACEMENT BY
CONTRACTOR WITH 1�
HOMEOWNER CONSULTATION) o
ENGINEER: DANIEL
E. GONSALVES, SE #13587
WITNESS: AMY VON HONE, RS
DATE: 3/13/19
PERC. RATE _
< 2 MIN/INCH
CLASS I
SOILS
1
ELEV.
p"
17.9'
A
LS
1OYR 3/1
14"
B
LS
36"
10YR 4/6
14.9'
PERC C
MS
2.5Y 7/1
132" I 16.9'
NO GROUNDWATER ENCOUNTERED
DCE #19-045
-, -\ LOT AREA \
\ 16,031 ±S.F.
H-20 LOADING CAST IRON
\ FRAME & COVER OVER D -BOX
TH1 AND INSPECTION PORT
1
Qp
03
F
\\ \
ti� \
W \
\
Scale: 1 "= 20'
0 10 20 30 40 50 FEET
17
•o
0
EXISTING
DWELLING
TOF=19.3
U
i
W
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0
F
s
g3�
P
SAND.
Health Department
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Date'
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LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 60 PARCEL 213
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001CO587J
DATED 7/16/2014
BATH
ROOM
BED SYSTEM DESIGN:
ROOM
GARBAGE DISPOSER IS NOT ALLOWED
BED BATH
Room ROOM EXISTING 4 BEDROOM DWELLING
DESIGN FLOW: ^4 BEDROOMS @ 110 GPD = 440 GPD
W USE A 440 GPD DESIGN FLOW
BEDROOM o
J
U
SEPTIC TANK: 440 GPD (2) = 880
SECOND FLOOR **RE -USE EXISTING 1000 GAL. SEPTIC TANK
LEACHING:
SIDES: 2(33.5 +.12.83) 2 (.74) = 137 GPD
BOTTOM 33.5 x 12.83 (.74) = - 318 GPD
KITCHEN TOTAL: 615 S. F. 455 GPD
DINING
USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
_
ROOM WITH 4' STONE ALL AROUND
LIVING
ROOM
J
Q
BEDROOM T
(DEN)
FIRST FLOOR
15 FLOOR PLAN
NOT TO SCALE
Fri N OF M, I[
AN EL � N
A.
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DATE DANIEL A. OJALA, P.E., P.L.S.
MA
APPROVED DATE :BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
#264 OLD MAIN STREET
SOUTH YARMOUTH, MA
PREPARED FOR
MARGARET HOWARD
DATE: MARCH. 14,'' 2019
off 508-362-4541
I fax 508-362-9880
downcape.com
d®�� c��� �a�ineerin�►, inc.
civi/ engineers
/and surveyors
939 Main Street (' Rte 6A)
YARMOUTHPORT MA 02675
19-045 BASE.DWG