HomeMy WebLinkAboutEngineered Plan - 20171.3'
SYSTEM PROFILE
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
2" PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE
19.0' MINIMUM .75 OF COVER OVER PRECAST
NOTE: 2" MIN. WALL
THICKNESS REQUIRED
4"2SCH40 PVC
6" MIN. SUMP PIPES LEVEL 1ST 2'
A 12" MIN. INT. DIM.
10" 1500 GAL H-10 14" _
TEE SEPTIC TANK TEE 16.36' `
000000000000 WATERTEST D'BOX
GAS BAFFLE..",' X200000°0-,-° FOR LEVELNESS
4' LIQ. LEVEL (ACME OR EQUAL) 16.27' 16.10'
""' ; 0 0 0 00 0` 0
;0;0;0;0;0;0;0;0;0;0;0;0;0;0;0 0 0 0 0 0 0
000000000000000000000000000000000000000000
,,OHO �(...n�n�'1.7 O O O O Ci /`.(._n_n_r,�0.0 O
(2.5 % SLOPE MIN.)
FOUNDATION 16' SEPTIC TANK
LEGEN D
99—
z
X 99.1
PRECAST H-10
RISERS (TYP.)
20
—[991--
..�
* 17.3'
16.61'/
SYSTEM PROFILE
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
2" PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE
19.0' MINIMUM .75 OF COVER OVER PRECAST
NOTE: 2" MIN. WALL
THICKNESS REQUIRED
4"2SCH40 PVC
6" MIN. SUMP PIPES LEVEL 1ST 2'
A 12" MIN. INT. DIM.
10" 1500 GAL H-10 14" _
TEE SEPTIC TANK TEE 16.36' `
000000000000 WATERTEST D'BOX
GAS BAFFLE..",' X200000°0-,-° FOR LEVELNESS
4' LIQ. LEVEL (ACME OR EQUAL) 16.27' 16.10'
""' ; 0 0 0 00 0` 0
;0;0;0;0;0;0;0;0;0;0;0;0;0;0;0 0 0 0 0 0 0
000000000000000000000000000000000000000000
,,OHO �(...n�n�'1.7 O O O O Ci /`.(._n_n_r,�0.0 O
(2.5 % SLOPE MIN.)
FOUNDATION 16' SEPTIC TANK
LEGEN D
99—
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
—[991--
PROPOSED CONTOUR
198.4.1
PROPOSED SPOT EL.
TH 1
�aa0000aoo
TEST HOLE
2".—
SLOPE OF GROUND
COL)
UTILITY POLE
000.0000
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
-4'—
ENDS
O
0
0
0
ALL SYSTEM COMPONENTS SHALL BE NOTES
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS NAVD 88
L !� 2. MUNICIPAL WATER IS EXISTING
— CONCRETE COVERS TO WITHIN 3" GRADE
1 >,
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
2% SLOPE REQUIRED (OVER SYSTEM 19.0'
/1;1%/� i 4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H—Q
MORTAR ALL BLOCKS OR �����
COMPONENTS I R,COAST RISERS � � !!! �i= 5. PIPE JOINTS TO BE MADE WATERTIGHT.
5' 7YP.) . 161' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
BET. SIDES 1,6-83' �� WITH
000000. 00000000 144-0.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
3/4"-1-1/2" DOUBLE WASHED STONE (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR
I CONCEALED WITHOUT INSPECTION BY BOARD OF
6" CRUSHED STONE OR MECHANICAL ALL AROUND PRECAST STRUCTURES HEALTH AND PERMISSION OBTAINED FROM BOARD
COMPACTION. (15.221 [21) OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30.00' X 9.83' o OF HEALTH.
(—!—% SLOPE)
— 9' D' BOX
(—L—% SLOPE)
12'
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
PLUMBING TO BE RAISED IF REQUIRED
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS. AMY VON HONE, RS
DATE: 5/31 /2017
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV.
1
O" 20'
16" FI LL
A'
LS
211OYR 3/2
"
B
LS
48" 1OYR 5/8 16,
C
PERC
MS
10YR 7/4
120" I I 10'
NO GROUNDWATER ENCOUNTERED
BCE #17-1 /7
d-
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
j CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
10' BOTTOM TH-1 WORK.
NO GROUNDWATER FOUND
LEACHING 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL
FACILITY 0BE REMOVED BENEATH AND 5' AROUND THE
PROPOSED LEACHING FACILITY.
I 12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
VARIANCES REQUESTED:
UNDER MAX. FEASIBLE COMPLIANCE 15.405:
(1a): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 5.5')
—(1-h ):-REDU CTIQN_IN=GROUND WA?ER�SEPARATION,;75'—TO-4
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 59 PARCEL 154
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
0 GPD (2) = 660
SEPTIC TANK
9.83) 2 (.74) = 118 GPD
x 9.83 (.74) = 218 GPD
454 S.F. 336 GPD
, LEACHING CHAMBERS (ACME OR EQUAL)
AT SIDES, 4' AT ENDS AND 5'
In -
DATE
BOARD OF HEALTH
, MA
"LE 5 SITE PLAN
OF
ICE HOUSE ROAD
1-H YARMOUTH, MA
PREPARED FOR
)D SEPTIC / DESMOND
-DATE: JUNE 5, 2017
off 508-362-4541
fax 508-362-9880
downcope.com @
wn cape engineering, inc.
civil engineers
.land surveyors
939 Main Street ( Rte 6A)
YARMOU THPOR T MA 02675
4
17-117
°ao°oo'
,. .. _
o -aaoo
00000000
310 CMR 15.000 (TITLE 5.)
a o...: o
1117 F7a
o0�0 0
�oa� ;00000000
�aa0000aoo
00 0'_0
. C�����0�00[�0
0,0�0�0�
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
71
000.0000
r�oa000aaaao
o0o0o0o0
NOT TO BE USED FOR LOT LINE STAKING OR ANY
70�0�000��
00000
OO ����0���00
:oo0o0o00
��
l� OTHER PURPOSE
000000. 00000000 144-0.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
3/4"-1-1/2" DOUBLE WASHED STONE (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR
I CONCEALED WITHOUT INSPECTION BY BOARD OF
6" CRUSHED STONE OR MECHANICAL ALL AROUND PRECAST STRUCTURES HEALTH AND PERMISSION OBTAINED FROM BOARD
COMPACTION. (15.221 [21) OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30.00' X 9.83' o OF HEALTH.
(—!—% SLOPE)
— 9' D' BOX
(—L—% SLOPE)
12'
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
PLUMBING TO BE RAISED IF REQUIRED
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS. AMY VON HONE, RS
DATE: 5/31 /2017
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV.
1
O" 20'
16" FI LL
A'
LS
211OYR 3/2
"
B
LS
48" 1OYR 5/8 16,
C
PERC
MS
10YR 7/4
120" I I 10'
NO GROUNDWATER ENCOUNTERED
BCE #17-1 /7
d-
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
j CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
10' BOTTOM TH-1 WORK.
NO GROUNDWATER FOUND
LEACHING 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL
FACILITY 0BE REMOVED BENEATH AND 5' AROUND THE
PROPOSED LEACHING FACILITY.
I 12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
VARIANCES REQUESTED:
UNDER MAX. FEASIBLE COMPLIANCE 15.405:
(1a): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 5.5')
—(1-h ):-REDU CTIQN_IN=GROUND WA?ER�SEPARATION,;75'—TO-4
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 59 PARCEL 154
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
0 GPD (2) = 660
SEPTIC TANK
9.83) 2 (.74) = 118 GPD
x 9.83 (.74) = 218 GPD
454 S.F. 336 GPD
, LEACHING CHAMBERS (ACME OR EQUAL)
AT SIDES, 4' AT ENDS AND 5'
In -
DATE
BOARD OF HEALTH
, MA
"LE 5 SITE PLAN
OF
ICE HOUSE ROAD
1-H YARMOUTH, MA
PREPARED FOR
)D SEPTIC / DESMOND
-DATE: JUNE 5, 2017
off 508-362-4541
fax 508-362-9880
downcope.com @
wn cape engineering, inc.
civil engineers
.land surveyors
939 Main Street ( Rte 6A)
YARMOU THPOR T MA 02675
4
17-117