HomeMy WebLinkAboutEngineered Plan - 2014SYSTEM PROFILE
(NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE
UND. EL. 56.95' 1
' FILTER FABRIC OVER STONE
5r 6.8� \ wall ILA 7r r%C• fleVICD !NICO DDCnec•r I I
PRECAST H-10
RISERS (TYP.)
2'f
54.75'*
54.08'
0
I
ALL SYSTEM COMPONENTS SHALL BEi
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
CONCRETE COVERS TO WITHIN 3" GRADEI
2% SLOPE REQUIRED OVER SYSTEM57.0'
BLOCKS OR I
NOTE: MIN. WALL THICKNESS 2" PRECAST RISERS
4"OSCH40 PVC MORTAR ALL INVERT IN X3.3 -
PIPES LEVEL 1ST 2' COMPONENTS
ENDS (') j SIDES 54.13'
10" 1500 GAL H-10 14"
TEE SEPTIC TANK TEE 3.83' �®�® DE2O® ®0�®- ��-'®® )o°°o
6" MIN. SUMP °°°°°°°° ®®®®®®®0®®� ®®D®®®®®@��® °% 81
°°°°°°°°°°°° a ;°°°°°°°° a®®®, ° °
GAS BAFFLE ::; °0°°°°0000°0 °°°°°°°° o o 0 0 °g
°_opo°goo_ 12 MIN. INT. DIM. c� :°oao°000 ®®�0��®®®®0 ®®�0��®®��
53.57' 53.4' 00000: J °goo°° 51.'
4' UQ. LEVEL (ACME OR EQUAL °"°'° °
:.....: .:.:. :: .........:..:�.: WATERTEST D'BOX
I
°0000o0°ooa0000000000000000000o000000o0 FOR LEVELNESS
0020 0 0 0 0000
0 0 0 0 0 0 0 0000 0 0 0 0. - " DOUBLE WASHED STONE 4' MIN. H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL
„n -n,. n.n 0 0 0 0 0 0.0- _ _n_0.o 0 3/4"-1-1 /2 OU
(2) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83'
COMPACTION. (15.221 [2])
( 3.4 g; SLOPE) ( L% SLOPE) (-J-% SLOPE)
LEACHING
FOUNDATION- 20' SEPTIC TANK 1346.3' BOTTOM TH-1
D BOX 12 FACILITY NO GROUNDWATER FOUND
i
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
LEGEND-
EGEND99
99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-[99]--
PROPOSED CONTOUR
(98.4]
PROPOSED SPOT EL.
TH 1
00
TEST HOLE
2�
SLOPE OF GROUND
UTILITY POLE
FIREHYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: -DANIEL E. GONSALVES, SE #13587
WITNESS. AMY VON HONE, RS
DATE: 9/3/14
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV.
a" 4 56.8'
A
LS
4pp 1OYR 3/2
B
LS
18" 1 OYR 5/6 55.3'
PERC
m
MS
2.5Y 7/6
126" 146.3'
NO GROUNDWATER ENCOUNTERED
DCE #14-223
BENCHMARK I
IRON PIPE
EL. = 60.0'
NOTES
1. DATUM IS ASSUMED
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 -]Q
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.
113000, \ I I I
I I II I
LOT 78
8.7ss_ I ± , �
SHED 0.2t Ac.
\ (CPII I GI G I I
G _- G -----IG , 1�t I
� I
co
/ I I DECK EXISTING IL( 1 1 II 1 II
DWELLING
OAK T.O. I I I 1 I I
16 . 1 // O / 10 EL. 56.95
CO / II \ I -a I II II II II II
119, I\i 128 I 90 j'II I I I I
0 \.n I
Ill ' I 22.7 r I I III II
TH1 J r I PAINED I DRIyE I J
SLAB l
\ p 14
10.2 � \qwN
6" HOLLY y
z 100.E
o I I
Scale: 1"= 20'
0 10 20 30 40 50 FEET
S1- 2.5 2014
HEALTH DEPT.
�•3�I`1
DATE
i ,. fiJu Yi � O�;t;i L'e�`c�2 CGe1C'.i'ai
.7 �;
I wm)e irate
OF'
A. 1=
r
DANIEL A. OJALA, P.E., P.L.S.
I
B h
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oln t
00
a
LIZ
LOCUS
Old Townhouse Rd.
Iv n Stagy e
�
S1- 2.5 2014
HEALTH DEPT.
�•3�I`1
DATE
i ,. fiJu Yi � O�;t;i L'e�`c�2 CGe1C'.i'ai
.7 �;
I wm)e irate
OF'
A. 1=
r
DANIEL A. OJALA, P.E., P.L.S.
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 86 PARCEL 150
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 3 BEDROOM DWELLING
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
TOTAL: 472 S.F. 349 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
, MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
39 WEBBERS PATH
WEST YARMOUTH, MA
PREPARED FOR
LINDA VIA
DATE: SEPTEMBER 3, 2014
off 508-362-4541
fax 508-362-9880
I downcope.com
00Wl1 cope enji17eerinv, int.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
14-223 VIA.DWG
B h
xit l
oln t
00
a
LOCUS
Old Townhouse Rd.
Iv n Stagy e
�
ordinal(S
0
o
Q:
B 3
�
Cb
Suffo/k
0
Oa
m
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 86 PARCEL 150
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 3 BEDROOM DWELLING
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
TOTAL: 472 S.F. 349 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
, MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
39 WEBBERS PATH
WEST YARMOUTH, MA
PREPARED FOR
LINDA VIA
DATE: SEPTEMBER 3, 2014
off 508-362-4541
fax 508-362-9880
I downcope.com
00Wl1 cope enji17eerinv, int.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
14-223 VIA.DWG