HomeMy WebLinkAboutEngineered Plan - Rev. 20013. THE DISTRIBUTION BOX SHALL BE WATER TESTED TO
INSURE LEVELNESS AND EQUAL FLOW.
4. THE INSTALLER IS TO VERIFY THE LOCATION OF UTILITIES
AND SEWER LINE ELEVATIONS . PRIOR TO INSTALLATION.
aATE: 05/25/00 ;HE&TM oma AMY VON` HONE 5. SOIL ABOVE C -LAYER (SHOWN ON SOIL LOGS) SHALL BE
TEST HOLE i am_ 20.20' SOL EVA"TOR: TODD LABARGE REMOVED AND REPLACED WITH CLEAN SAND ACCORDING TO
DEPTH soy sat t+�rnxrc MASS. LOCAL SPECIFICATIONS IN THE S.A.S. AREA. ,
,, (srRucrur 6. EXCAVATION FOR AREA WHERE FILL IS REQUIRED SHALL
EXTEND 5 LATERALLY BEYOND S.A,S
0-16 FILL _ 7. VERTICAL DATUM - TOP OF FOUNDATION a'
8. SYSTEM IS NOT DESIGNED FOR GARBAGE GRINDER.
16-20 A LOAMY 10YR 3/6 9. ALL PRE CAST UNITS ARE T0 BE PLACED. ON 6"
SAND CRUSHED STONE, MECHANICALLY COMPACTED.
20-30 LOAMY "
I Bw 10YR 5/8 - • ae_41
SAND / 10. MIN. PIPE. SLOPE 1/8 IN/FT.
FINE 0 ERDIG EL ATION 17.70 11. ALL CONSTRUCTION DETAILS ARE TO CONFORM =. TO STATE
30-108.
G SAND 10YR s/B - OF MASS. ENVIRONMENTAL CODE (TITLE 5) AND UD(CAL
12. ALL MANHOLE COVERS ARE TO BE WITHIN 6 -OF
AT
-FINISHED GRADE.
GROUNo wKER ERCOUNMED AT 96" ay. 12,20 1@N two 25 GAM
13. SEPTIC TANK TEES SHALL CONFORM TO MASS
LOCAL.
USING 14, DEX WELL MIW-29 AND USGS GROUNDWATER. ELEVATIONS REGULATIONS.
FOR 05eOD
;, 14. ALL STONE IS TO BE DOUBLE WASHED ACCORDING TO
WATER LEVEL RANGE - A MASS. &LOCAL REGULATIONS:
WELL READING7,6' I (r �' ",.� ® 15. GROUND COVER OVER SYSTEM COMPONENTS SHALL NOT
ADJUSTMENT - 1.3
j PLAY 1 5 20411 16. EXC LOCAL UPGRADE VARIANCE IS REQUESTED' ACCORDING
ADJISTED GROUND WATER ELEVATION
TO 310 C.M.R.15.405(i) -, REDUCTION OF 5' SEPARATION
20.2 -(8.0)+1.3 13.5 _HEALTH DEPT. BETWEEN THE BOTTOM OF THE.SAS. AND THErADJU,STED
~ HIGH GROUND WA EL TO 4SEPARATION OFAf,
' a 9^
DESIGN CALCULATIONS MICHAEL y.
NUMBER OF BEDROOMS 5 '�zduA. LADUE
GARBAGE DISPOSAL UNIT No
m Lrgi ' ' cs f �a 37&S0,
IVL
TOTAL ESTIMATED FLOW,.'Q.
(' 1_U _GAL./BR./DAY X s BR.) sso GAL/DAY
REQUIRED SEPTIC TANK CAPACITY(200%) 1100 GAL.
lsoo GAL. PROVAL 1/-O TNI a AMP S R EYAMP
ACTUAL SIZE OF SEPTIC TANK /;'
LEACHING AREA REQUIREMENTS: 05/03/0 FLOOR LAN, PI NIC TABLE TAL TAL
SOIL CLASS i
PERC RATE < 2 MIN/INCH 2/29/0 SYSTEM RELOCATION.. TAL ` TAL
LTA;R 0.74 GPD/SF _ Date DESCRIPTION Drawn Checked
SEPTIC SYSTEM REPAIR -DESIGN
MR. RON RICH
AT
d(1` C1-a(1RpCIf1F' f1R
RT T
COVE O BE WITHIN
„
0
6" OF FINISHED GRADE
'NORTH
.. .
_ ZABEL A1800 EFFLUENTFILTER
FI WATER TESTED FOR LEVEL
_
TOE= 20.93 MAIN HOUSE
TOF > SLAB , .^ 20.
OR EQUAL)
2' LEVEL
-
MAX. 3' COVER
20.34
.;:
MIN. 9" COVER ,
o
GRADE ,
LOCUS
i „
4 PVC PIPE
; .�yw.„
�. . .. w
.:,,.;ti, n- .`'c. ':,,. y,X.t,r; ..►r ...,.... 4 PVC PIPE
4 PVC PIPE.
4" DAM. PERFORATED SCHEDULE 40 PVC PIPE
SLOPE _ .005 FT/FT
, �p
40 SHORESIDE D .
SCHED. 40
SLOPE =02
SCHED. 40
SCHED. 40
ENDS TO BE CAPPED
Ir
•.
L=11 + -
'.� 18.98 to"
SLOPE _ .01
t4•
.. yx
_
�.
SLOPE s .0.01 _2" PEASTONE
L to+/
4' 18.70 w
LD1` a
18.47
RDIGEEVATION(N/A
4" 18.73
18.64
OVE1
ca►s eqTt a
18.4 7
17.7
SOUTH SHOR 0R.
DISTRIBUTION
BOTTOM OF. LEACHING
.
r._ .. , �. •.... ....
BOX
LEACHING BED
-
E SID
SHOR R.
EXISTING
BUILDING
"s"""
H-10
•
3/4 TO
1-1/2" DOUBLE WASHED STONE
20' X ,38'
4' MIN.' 1' LOCAL UPGRADE VARIANCE REQUESTED
-PLACE
1500 GALLON -PLACE ON 6" of
PLACE ON 6 OF
USGS ADJUSTED
v 13.5
LOCUS MAP
SEPTIC TANK MECHANICALLY COMPACTED
STONE
MECHANICALLY COMPACTED
GROUNDWATER ELEVATION
NOT TO SCALE
H-10
STONE
EXISTING BUILDING SEWERS
MUST BE ADJUSTED TO ACCOMMODATE PROPOSED
ELEVATIONS
CONTRACTOR SHALL OBTAIN
ALL NECESSARY PERMITS
NOTES:
CONTACT ENGINEER. IF BUILDING SEWERS CAN NOT -BE ADJUSTED
1. SEPTIC SYSTEM SHALL BE
INSTALLED ACCORDING TO
SEPTIC SYSTEM
PROFILE
310 CMR 15.00TITLE 5 AND
THE .TOWN OF, _YARMOUTH
NOT TO SCALE
. .
BOARD OF HEALTH REGULATIONS.
_
2. ALL. PIPES SHALL BE 4 SCHEDULE 40 PVC
3. THE DISTRIBUTION BOX SHALL BE WATER TESTED TO
INSURE LEVELNESS AND EQUAL FLOW.
4. THE INSTALLER IS TO VERIFY THE LOCATION OF UTILITIES
AND SEWER LINE ELEVATIONS . PRIOR TO INSTALLATION.
aATE: 05/25/00 ;HE&TM oma AMY VON` HONE 5. SOIL ABOVE C -LAYER (SHOWN ON SOIL LOGS) SHALL BE
TEST HOLE i am_ 20.20' SOL EVA"TOR: TODD LABARGE REMOVED AND REPLACED WITH CLEAN SAND ACCORDING TO
DEPTH soy sat t+�rnxrc MASS. LOCAL SPECIFICATIONS IN THE S.A.S. AREA. ,
,, (srRucrur 6. EXCAVATION FOR AREA WHERE FILL IS REQUIRED SHALL
EXTEND 5 LATERALLY BEYOND S.A,S
0-16 FILL _ 7. VERTICAL DATUM - TOP OF FOUNDATION a'
8. SYSTEM IS NOT DESIGNED FOR GARBAGE GRINDER.
16-20 A LOAMY 10YR 3/6 9. ALL PRE CAST UNITS ARE T0 BE PLACED. ON 6"
SAND CRUSHED STONE, MECHANICALLY COMPACTED.
20-30 LOAMY "
I Bw 10YR 5/8 - • ae_41
SAND / 10. MIN. PIPE. SLOPE 1/8 IN/FT.
FINE 0 ERDIG EL ATION 17.70 11. ALL CONSTRUCTION DETAILS ARE TO CONFORM =. TO STATE
30-108.
G SAND 10YR s/B - OF MASS. ENVIRONMENTAL CODE (TITLE 5) AND UD(CAL
12. ALL MANHOLE COVERS ARE TO BE WITHIN 6 -OF
AT
-FINISHED GRADE.
GROUNo wKER ERCOUNMED AT 96" ay. 12,20 1@N two 25 GAM
13. SEPTIC TANK TEES SHALL CONFORM TO MASS
LOCAL.
USING 14, DEX WELL MIW-29 AND USGS GROUNDWATER. ELEVATIONS REGULATIONS.
FOR 05eOD
;, 14. ALL STONE IS TO BE DOUBLE WASHED ACCORDING TO
WATER LEVEL RANGE - A MASS. &LOCAL REGULATIONS:
WELL READING7,6' I (r �' ",.� ® 15. GROUND COVER OVER SYSTEM COMPONENTS SHALL NOT
ADJUSTMENT - 1.3
j PLAY 1 5 20411 16. EXC LOCAL UPGRADE VARIANCE IS REQUESTED' ACCORDING
ADJISTED GROUND WATER ELEVATION
TO 310 C.M.R.15.405(i) -, REDUCTION OF 5' SEPARATION
20.2 -(8.0)+1.3 13.5 _HEALTH DEPT. BETWEEN THE BOTTOM OF THE.SAS. AND THErADJU,STED
~ HIGH GROUND WA EL TO 4SEPARATION OFAf,
' a 9^
DESIGN CALCULATIONS MICHAEL y.
NUMBER OF BEDROOMS 5 '�zduA. LADUE
GARBAGE DISPOSAL UNIT No
m Lrgi ' ' cs f �a 37&S0,
IVL
TOTAL ESTIMATED FLOW,.'Q.
(' 1_U _GAL./BR./DAY X s BR.) sso GAL/DAY
REQUIRED SEPTIC TANK CAPACITY(200%) 1100 GAL.
lsoo GAL. PROVAL 1/-O TNI a AMP S R EYAMP
ACTUAL SIZE OF SEPTIC TANK /;'
LEACHING AREA REQUIREMENTS: 05/03/0 FLOOR LAN, PI NIC TABLE TAL TAL
SOIL CLASS i
PERC RATE < 2 MIN/INCH 2/29/0 SYSTEM RELOCATION.. TAL ` TAL
LTA;R 0.74 GPD/SF _ Date DESCRIPTION Drawn Checked
SEPTIC SYSTEM REPAIR -DESIGN
MR. RON RICH
AT
d(1` C1-a(1RpCIf1F' f1R