HomeMy WebLinkAboutEngineered Plan - 2014ALL
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LL
SYSTEM PROFILE RK DS WITHCMAGNETIC TTAPEAOR BE
(NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
PROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE
5, FILTER FABRIC OVER STONE
inkim ui -m' nr rnwro nvro DOC -!`ACT I I F 2% SLOPE REQUIRED OVER SYSTEM 21.0'
PRECAST H-10 BLOCKS OR
RISERS (TYP.)MORTAR ALL PRECAST RISERS
y'* 4"0SCH40 PVC
19,2 COMPONENTS H-10
PIPES LEVEL 1ST 2' (NP,) INV'S EL. 17.17'
14" o ➢>) °, °®®�®
e
TEE
TEE�® oo°o°.°010" EXISTING o°o° ° "0000000.0 ®®®® ® O ��oao0oo1f78
En
TEE SEPTIC TANK 0 o°000® >°°°°°
ooaooo0o0o0� °°0°°°° °°°°°°°
°°0°0°0 000o,oao°0o°1°00°0 ® 0000°0 ® 00GAS BAFFLE 00000°® 0°0000°® __0
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17.49' 1732' °
4' LIQ. LEVEL (ACME OR EQUAL)
3/4"-1-1/2" DOUBLE WASHED STONE H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
(2) UNITS REQUIRED
OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30.0' X 10'
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2]) WATER -TEST D'BOX FOR LEVELNESS
(--L% % SLOPE) (-L 7. SLOPE)
-11
10.0' BOTTOM TH-1
16' D' BOX 17
FOUNDATION EXIST. SEPTIC TANK ' LEACHING NO GROUNDWATER FOUNDFACILITY
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 1000 GALLONS AND ITS SUITABILITY FOR RE -USE. REPLACE
PRIOR TO INSTALLING ANY PORTION OF SEPTIC, SYSTEM WITH. 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE
CONDITIONS IF NOT SUITABLE
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE
WITNESS: PHIL RENAUD (BoH)
DATE: 4/16/14
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
N
11"
w
LS
1OYR 3/2
ELEV.
20.5'
B
LS
2901
1 OYR 5/6 18 1'
C
PERC
M/CS
1OYR 6/6
126" I 110.0'
NO GROUNDWATER ENCOUNTERED
14-066
27
>t19.18 �
8�' FFNcF
EX. ST
/"
k x 21.34 " 2 .05
21.66
x21.41 DBOX �/
18"
+ ' MAPLE
BOXWOOD 22.4 21.98 OVERFLOW// 36'x 21.86
} SHED PIT
22.18
}x 21.97
X
22.29 DECK
22.36
cV J))
3.30 � � 2.06
22.38 { 6
.. 2(22935 1.
2.69 x2 21.97
RHODY 22
SANDBOX �k
o k 22.21
Scale: 1 "= 20'
mmmml
0 10 20 30 40 50 FEET
BENCHMARK: USE CORNER OF
BULKHEAD AT EL. 22.4'
7
20.19
).99
EXISTING
DWELLING
TOP FNDN
EL.=23.5'
GAS
METER
21.92
.06
NOTES
1. DATUM IS APPROX. NGVD
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-]_(
18.0' 5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
15.17' 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.
7' 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.
LOT 8
13,059 SF 20.57
20.69
.311p //
/
2 06 /
�.52
0.89
.01 �/
21.8'_1
x,,21.90 \ \
\ \
2 5 PAVED \ \
DRIVE
X22.26
\
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 45 PARCEL 37
SITE LIES WITHIN APD
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 2 BEDROOM DWELLING
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
**RE -USE EXISIING 1000 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (30 + 9.83) 2 (.74) = 118 GPD
BOTTOM 30 x 9.83 (.74) = 218 GPD
TOTAL: 454 S.F. 336 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5'
BETWEEN UNITS"_ j Ilealth D.a �Y
PR VED
arae Date
ion z
MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
29 PONDVIEW AVENUE
WEST YARMOUTH
PREPARED FOR
BORTOLOTTI CONSTRUCTION/DUFFY
APRIL 21, 2014
3.27s `' { �c is % off 508-362-4541
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c � L I � � o � ,, , fax 508-362-9880
s
>t downcope.com
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v _ _ 1` Ik0 f`i.. v'f
civil engineers
land surveyors
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1_ 939 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
/ x 21.33
O
o
/ (v
,(21.18
. .66
QO
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 45 PARCEL 37
SITE LIES WITHIN APD
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 2 BEDROOM DWELLING
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
**RE -USE EXISIING 1000 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (30 + 9.83) 2 (.74) = 118 GPD
BOTTOM 30 x 9.83 (.74) = 218 GPD
TOTAL: 454 S.F. 336 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5'
BETWEEN UNITS"_ j Ilealth D.a �Y
PR VED
arae Date
ion z
MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
29 PONDVIEW AVENUE
WEST YARMOUTH
PREPARED FOR
BORTOLOTTI CONSTRUCTION/DUFFY
APRIL 21, 2014
3.27s `' { �c is % off 508-362-4541
��� ��� a�
r ,` - \, ` a
c � L I � � o � ,, , fax 508-362-9880
s
>t downcope.com
��' l ; down cape el iftee�ing, MC..
v _ _ 1` Ik0 f`i.. v'f
civil engineers
land surveyors
L
1_ 939 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675