HomeMy WebLinkAboutEngineered Plan - 2016LEGEND
ay —
EXISTING CONTOUR
X 99.
EXIST. SPOT ELEV.
—[99]—
PROPOSED CONTOUR
[98.4]
PROPOSED SPOT EL.
TH1
Q
TEST HOLE
2YYYi
SLOPE OF GROUND
C -Q)
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
PROP. VENT WITH CHARCOAL FILTER
AND BUGSCREEN (FINAL PLACEMENT BY
CONTRACTOR WITH HOMEOWNER
CONSULTATION) A
DCE #16-116
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
r
DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD (2) = 880
USE EXISTING 1000 GAL. SEPTIC TANK**
LEACHING:
SIDES: �2 (33.5 + 12.8) 2 (.74) = 137 GPD
BOTTOM 33.5 x 12.8 (.74) = 317 GPD
TOTAL: 614 S. F. 454 GPD
USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
\ �2
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
OF
I
I
i
i
SYSTEM PROFILE
(NOT TO SCALE)
!I 2" PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE
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
PRECAST w30 WATERTE�T D'BOX FOR LEVELNESS BLOCKS OR
RISE (nP.) 71 3' MIN. 2 CKNESS PRECAST RISERS
4"OSCH40 PVC MORTAR ALL INVERT IN 69.0'
„. PIPES LEVEL 1ST 2' I_ 4' COMPONENTS
(NP')
E 4'
NDS
SIDES 7
10" EXISTING 14" o.•,
TEE SEPTIC TANK** TEE
69.9
GAS BAFFLE 0°°°000° ®�®®® Io°o°o<o°o0°o°0o°°0og°° °o°o°o°
°0°00000o°0° 0°0 0p00°°o2ER °0°o°0°69.27 69. °°°O°0 00°
EP FER1 t
3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. H-20 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQI
ALL AROUNDPRECAST STRUCTURES (3) UNITS REQUIRED
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X 12.83'
COMPACTION. (15.221 [2])
I
(11% SLOPE) I ( 1 % SLOPE)
FOUNDATION— EXIST. SEPTIC TANK 57' D' BOX LEACHING 61.0' BOTTOM _
12 FACILITY NO GROUNDWATER FOUND
*THE INSTALLER SHALL VERIFY THE **INSTALLER SHALL CONFIRM MINIMUM
LOCATIONS OF ALL UTILITIES AND ALL SEPTIC TANK SIZE AT 1000 GALLONS
BUILDING SEWER OUTLETS AND AND ITS SUITABILITY FOR RE -USE.
ELEVATIONS PRIOR TO INSTALLING ANY REPLACE WITH 1500 GALLON SEPTIC
PORTION OF SEPTIC SYSTEM TANK APPROPRIATE TO SITE
CONDITIONS IF NOT SUITABLE
I ___ . ___ -
F
72 �111Ojq
O
-26
A,26
�.s9.
R,84
0.08,
\
VENT
KEEPING LIVING
F<
GARAGE
LAUNDR KITCHEN DINING
BATH
$EDFIG01( BEDROOM
V)
BEDROOM
BATH BEDROOM
2ND FLOOR PLAN
NOT TO SCALE
1ST FLOOR PLAN
NOT TO SCALE
rn
UNFINISHED FAMILY
BATH
BASEMENT FLOOR PLAN
NOT TO SCALE
NOTES
1. DATUM IS A55UIVIEU
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 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
DATE DANIEL A. OJALA, P.E., P.L.S.
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 143 PARCEL 130
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE ##13871
WITNESS: AMY VON HONE, RS (YARMOUTH)
DATE: 4/20/16
PERC. RATE _ < 2 MIN/INCH
CLASS 1 SOILS
ELEV.
0" 1 72.0'
A
LS
1OYR 2/2
12"
B
LS
30" 1OYR 5/8 69.5'
PERC
C
MS Yarmouth Health Department
Pp 'a V D
1OYR 7/4
a�1ne Bate
o_-
132" 61.0'
NO GROUNDWATER ENCOUNTERED
99 SETUCKET ROAD
YARMOUTH PORT. MA
PREPARED FOR
MR. & MRS. TUCKER
DATE: MAY 9, 2016
Scale:1 "= 20'
0 10 20 30 40 50 FEET
off 508-362-4541
I fax 508-362-9880
downcape.com
170WI) cape en�ineefin f, into.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
16-116 TUCKER.DWG
Low fe
Q
111010n/
setucket Po
oa
0
Locus
eco
�a•
c�
0
Mill
Follins
Pond
Pond
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 143 PARCEL 130
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE ##13871
WITNESS: AMY VON HONE, RS (YARMOUTH)
DATE: 4/20/16
PERC. RATE _ < 2 MIN/INCH
CLASS 1 SOILS
ELEV.
0" 1 72.0'
A
LS
1OYR 2/2
12"
B
LS
30" 1OYR 5/8 69.5'
PERC
C
MS Yarmouth Health Department
Pp 'a V D
1OYR 7/4
a�1ne Bate
o_-
132" 61.0'
NO GROUNDWATER ENCOUNTERED
99 SETUCKET ROAD
YARMOUTH PORT. MA
PREPARED FOR
MR. & MRS. TUCKER
DATE: MAY 9, 2016
Scale:1 "= 20'
0 10 20 30 40 50 FEET
off 508-362-4541
I fax 508-362-9880
downcape.com
170WI) cape en�ineefin f, into.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
16-116 TUCKER.DWG