HomeMy WebLinkAboutEngineered Plan - 2014SYSTEMCOMPONENTSSHALL BE
'SYSTEM " PROFILE
(-.2--% SLOPE) ,)
NOTES
MALL ARKED OR
WITCOMPARABLE
Suffo/k
�O
MEANS FOR FUTURE LOCATION.
0
(
% SLOPE)
(NOT TO SCALE)
Pond
1. DATUM IS APPROX. NGVD
Horse
ACCESS COVERS TO WITHIN 6" OF FIN. GRADECONCRETE
2 PEASTONE OR GEOTEXTILE
COVERS TO WITHIN 3" GRADE
'
56 D BOX
d Rd.
2. MUNICIPAL WATER IS EXISTING
UGk ISia�
B
TOP FOUND. EL. 43.9'
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
FILTER FABRIC OVER STONE
NOT TO SCALE
\
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
SYSTEM 37.0
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
WORK.
*THE INSTALLER SHALL VERIFY THE -LOCATIONS OF ALL
MINIMUM .75'
OF COVER OVER PRECAST
SIZE AT
2% SLOPE REQUIRED OVER
ASSESSORS MAP 66 PARCEL 9
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
1000 -GALLONS AND ITS SUITABILITY
FOR RE=USE.
;.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
WITH 1500 GALLON SEPTIC TANK APPROPRIATE
TO
SITE
4. -DESIGN LOADING FOR ALL PROPOSED PRECAST
PRECAST H-10
BLOCKS OR
UNITS TO BE AASHO H-10
12 EXISTING LEACHING FACILITY SHALL BE PUMPED
RISERS (TYP.)
2.0
41.3
4"OSCH40 PVC
PRECAST RISERS
MORTAR ALL .H-10
:: • ..
;
PROP. TEE
PIPES LEVEL 1ST 2'
4'
COMPONENTS ' ,
4'
5. PIPE JOINTS TO BE MADE WATERTIGHT.
:.
_ ,:
•
�ENDS
(TYP.)
�SIDEs
9
35.53
CONSTRUCTION LS 0 ACCORDANCE
6 CO TRUC ION DETAI T BE IN CE
..
10 » EXISTING »
IEE
➢o�o�o�oo°o°°o
° o ° °
o°
°
WITH
**
TEE SEPTIC TANK T
* _..
39.9f ° ° °
i0
�MM� =1 =1
310 CMR 15.000 (TITLE V.) `
...
:.
0 O0 O O
GAS BAFFLE
:.. 000000000000 O
.. >0000°o°o°o°
n n. 1 N
>000°o°o°'o°o°000°
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O O O O
�0��������� ���®0�0���0
000000000
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,
7. THIS PLAN IS FOR PROPOSED .WORK ONLY AND
34.98'
34.8 1,
>°°°°°°°°
°°°°°°°°
32.7
NOT TO BE USED FOR LOT LINE STAKING OR ANY
.:
OTHER PURPOSE.
WATERTEST D'BOX FOR
LEVELNESS
LH
„ -10 500 GAL. LEACHING CHAMBER BY ACME PRECAST
3/4"-1-1/2 DOUBLE WASHED 'STONE 4 MIN.
OR
EQUAL.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
(2) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.0' X 12.83'
9. COMPONENTS NOT TO BE BACKFILLED OR
COMPACTION.` (15.221 [2])
CONCEALED WITHOUT INSPECTION BY BOARD OF
+
HEALTH AND PERMISSION OBTAINED FROM BOARD
98
L � � � � D AND REMOVED OR PUMPED AND FILLED WITH CLEAN
.06 SAND.
x 2.93
99 - EXISTING CONTOUR WA ■ �/ 1_-'99.1.: ■ ��� � 'l43 /
X EXIST. SPOT ELEV. "Z
99 8741 / SYSTEM DESIGN.
PROPOSED CONTOUR
. J 41 .�1 -41-93 42:56 /
99 50 42,8 -x2.29 0'
C9 PROPOSED SPOT EL. 30.00' 42.18 742
2.09 50 0 / �� - GARBAGE DISPOSER IS NOT ALLOWED
TH 1 .14 O ' R' 1
TEST HOLE` MULCH PARKING A=A20 0 7
40.2 DESIGN FLOW: 3 BEDROOMS 0 110 GPD = 330 GPD
AREA t
2�
SLOPE of GROUND USE A 330 GPD DESIGN FLOW
41.90 / co
UTILITY POLE .17x 2.10
PAVED / SEPTIC TANK: 330 GPD (2) = 660
DRIVE
FIRE HYDRANT
�� --*P.E =t�sE-EXISTING 1000 GAL. SEPTIC TANK** _
NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING
LEACHING:
41.54
::E � � / SIDES. 2 (25 + 12.83) 2.(.74)
112 GPD
�
TEST HOLE LOGS x40 3 x 8.68 BOTTOM 25 x -12.83 (.74) = 237 GPD
41.91 TOTAL: 472 S.F. 349 GPD
-. DANIEL E. GONSALVES, SE &7
ENGINEER. BENCH .MARK. -CORNER CONC.
43.48 3g BULKHEAD. ELEVATION 42.8 USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
AMY VON HONE, RS 43.16
WITNESS: .� WITH 4' STONE ALL AROUND
DATE: MAY 1, 2014 �' _
cy EXISTING DWELLING
o_ " ...,�..
< 2 MIN/INCH / Health Deparamcl
PERC. RATE �, TOP FNDN. = EL. 43.9
CLASS _ I SOILS x,38.85 r
41.50 .
4 x 37.23 37 :� Ie Df! e
CONC. c�
X � Z-311 43.07
ECFV. PATIOI 3 n MA_
" ..38.0' x 4L. 18 J x 42 -.�. 8 x.36. 6 - APPROVED. DATE ...._BOARD OF HEALTH
GARDEN �3 \ � � �
AEXIST. x 4 .29 x 37.14
LS 142.68 -x 42.86
„ 10YR 3/2 TH
$ 43 � 43.03 :97
B �� 4 » 4" CE TITLE 5 SITE PLAN
10 OAK / 1 ■ 37.03 OF
■ 1. 8
LS 41.71 ^� 1 / LOT 17
27
12" 4
10YR 4/4 35.7, OAK 14" P. E OA -12 26,772 Sq. Ft. 39 KAYCEE S WAY
43 x 4 WEST YARMOUTH
<_ x 40.75 x 37.58
v-
0 00 x 36.23
C "' "' PREPARED FOR
PERC
241.07'
ESTATE OF ELIZABETH PAUL
MS x 44.2,3\ x 43.5 88
x 41.82 39. 0
SHED MAY 5, 2014
8 36.97
ti �a i ;.'mgt �' a �,
10YR 5/8
-F ..,.:dam �tw,_. V : off 508-362-4541
ZN0 higs*w >s i�1��MT
u? S _ V.
y, ac sq�� fax 508-362-9880
a,. �,. �a
11
llz
z downcape.com
down ca a ea ineerin inc.
120 28.0 <��� .�r civil engineers
c
g rs
_ -� land surve ors
Scale.l 20 ��=x� �ti.: z. s�;ay.. y
NO GROUNDWATER ENCOUNTERED /`�
v . 939 Main Street ( Rte 6A)
f
0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
4-093
(-.2--% SLOPE) ,)
B
Suffo/k
�O
Locus`
0
(
% SLOPE)
Bosse t
Pond
Horse
LOCUS MAP
Pond
'
56 D BOX
d Rd.
LEACHING
UGk ISia�
B
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
98
L � � � � D AND REMOVED OR PUMPED AND FILLED WITH CLEAN
.06 SAND.
x 2.93
99 - EXISTING CONTOUR WA ■ �/ 1_-'99.1.: ■ ��� � 'l43 /
X EXIST. SPOT ELEV. "Z
99 8741 / SYSTEM DESIGN.
PROPOSED CONTOUR
. J 41 .�1 -41-93 42:56 /
99 50 42,8 -x2.29 0'
C9 PROPOSED SPOT EL. 30.00' 42.18 742
2.09 50 0 / �� - GARBAGE DISPOSER IS NOT ALLOWED
TH 1 .14 O ' R' 1
TEST HOLE` MULCH PARKING A=A20 0 7
40.2 DESIGN FLOW: 3 BEDROOMS 0 110 GPD = 330 GPD
AREA t
2�
SLOPE of GROUND USE A 330 GPD DESIGN FLOW
41.90 / co
UTILITY POLE .17x 2.10
PAVED / SEPTIC TANK: 330 GPD (2) = 660
DRIVE
FIRE HYDRANT
�� --*P.E =t�sE-EXISTING 1000 GAL. SEPTIC TANK** _
NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING
LEACHING:
41.54
::E � � / SIDES. 2 (25 + 12.83) 2.(.74)
112 GPD
�
TEST HOLE LOGS x40 3 x 8.68 BOTTOM 25 x -12.83 (.74) = 237 GPD
41.91 TOTAL: 472 S.F. 349 GPD
-. DANIEL E. GONSALVES, SE &7
ENGINEER. BENCH .MARK. -CORNER CONC.
43.48 3g BULKHEAD. ELEVATION 42.8 USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
AMY VON HONE, RS 43.16
WITNESS: .� WITH 4' STONE ALL AROUND
DATE: MAY 1, 2014 �' _
cy EXISTING DWELLING
o_ " ...,�..
< 2 MIN/INCH / Health Deparamcl
PERC. RATE �, TOP FNDN. = EL. 43.9
CLASS _ I SOILS x,38.85 r
41.50 .
4 x 37.23 37 :� Ie Df! e
CONC. c�
X � Z-311 43.07
ECFV. PATIOI 3 n MA_
" ..38.0' x 4L. 18 J x 42 -.�. 8 x.36. 6 - APPROVED. DATE ...._BOARD OF HEALTH
GARDEN �3 \ � � �
AEXIST. x 4 .29 x 37.14
LS 142.68 -x 42.86
„ 10YR 3/2 TH
$ 43 � 43.03 :97
B �� 4 » 4" CE TITLE 5 SITE PLAN
10 OAK / 1 ■ 37.03 OF
■ 1. 8
LS 41.71 ^� 1 / LOT 17
27
12" 4
10YR 4/4 35.7, OAK 14" P. E OA -12 26,772 Sq. Ft. 39 KAYCEE S WAY
43 x 4 WEST YARMOUTH
<_ x 40.75 x 37.58
v-
0 00 x 36.23
C "' "' PREPARED FOR
PERC
241.07'
ESTATE OF ELIZABETH PAUL
MS x 44.2,3\ x 43.5 88
x 41.82 39. 0
SHED MAY 5, 2014
8 36.97
ti �a i ;.'mgt �' a �,
10YR 5/8
-F ..,.:dam �tw,_. V : off 508-362-4541
ZN0 higs*w >s i�1��MT
u? S _ V.
y, ac sq�� fax 508-362-9880
a,. �,. �a
11
llz
z downcape.com
down ca a ea ineerin inc.
120 28.0 <��� .�r civil engineers
c
g rs
_ -� land surve ors
Scale.l 20 ��=x� �ti.: z. s�;ay.. y
NO GROUNDWATER ENCOUNTERED /`�
v . 939 Main Street ( Rte 6A)
f
0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
4-093
(-.2--% SLOPE) ,)
OF HEALTH.
(
% SLOPE)
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
LOCUS MAP
EXIST
FOUNDATION- SEPTIC TANK
'
56 D BOX
13
LEACHING
28.0' BOTTOM TH-1
N0 GROUNDWATER FOUND
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
NOT TO SCALE
FACILITY
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
(G -W EXPECTED AT EL 17't)
WORK.
*THE INSTALLER SHALL VERIFY THE -LOCATIONS OF ALL
**INSTALLER SHALL CONFIRM MINIMUM
SEPTIC TANK
SIZE AT
ASSESSORS MAP 66 PARCEL 9
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
1000 -GALLONS AND ITS SUITABILITY
FOR RE=USE.
REPLACE
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
WITH 1500 GALLON SEPTIC TANK APPROPRIATE
TO
SITE
SHALE BE REMOVED 5' BENEATH AND AROUND THEPROPOSED LEACHING FACILITY.
CONDITIONS IF NOT SUITABLE
97
12 EXISTING LEACHING FACILITY SHALL BE PUMPED
98
L � � � � D AND REMOVED OR PUMPED AND FILLED WITH CLEAN
.06 SAND.
x 2.93
99 - EXISTING CONTOUR WA ■ �/ 1_-'99.1.: ■ ��� � 'l43 /
X EXIST. SPOT ELEV. "Z
99 8741 / SYSTEM DESIGN.
PROPOSED CONTOUR
. J 41 .�1 -41-93 42:56 /
99 50 42,8 -x2.29 0'
C9 PROPOSED SPOT EL. 30.00' 42.18 742
2.09 50 0 / �� - GARBAGE DISPOSER IS NOT ALLOWED
TH 1 .14 O ' R' 1
TEST HOLE` MULCH PARKING A=A20 0 7
40.2 DESIGN FLOW: 3 BEDROOMS 0 110 GPD = 330 GPD
AREA t
2�
SLOPE of GROUND USE A 330 GPD DESIGN FLOW
41.90 / co
UTILITY POLE .17x 2.10
PAVED / SEPTIC TANK: 330 GPD (2) = 660
DRIVE
FIRE HYDRANT
�� --*P.E =t�sE-EXISTING 1000 GAL. SEPTIC TANK** _
NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING
LEACHING:
41.54
::E � � / SIDES. 2 (25 + 12.83) 2.(.74)
112 GPD
�
TEST HOLE LOGS x40 3 x 8.68 BOTTOM 25 x -12.83 (.74) = 237 GPD
41.91 TOTAL: 472 S.F. 349 GPD
-. DANIEL E. GONSALVES, SE &7
ENGINEER. BENCH .MARK. -CORNER CONC.
43.48 3g BULKHEAD. ELEVATION 42.8 USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
AMY VON HONE, RS 43.16
WITNESS: .� WITH 4' STONE ALL AROUND
DATE: MAY 1, 2014 �' _
cy EXISTING DWELLING
o_ " ...,�..
< 2 MIN/INCH / Health Deparamcl
PERC. RATE �, TOP FNDN. = EL. 43.9
CLASS _ I SOILS x,38.85 r
41.50 .
4 x 37.23 37 :� Ie Df! e
CONC. c�
X � Z-311 43.07
ECFV. PATIOI 3 n MA_
" ..38.0' x 4L. 18 J x 42 -.�. 8 x.36. 6 - APPROVED. DATE ...._BOARD OF HEALTH
GARDEN �3 \ � � �
AEXIST. x 4 .29 x 37.14
LS 142.68 -x 42.86
„ 10YR 3/2 TH
$ 43 � 43.03 :97
B �� 4 » 4" CE TITLE 5 SITE PLAN
10 OAK / 1 ■ 37.03 OF
■ 1. 8
LS 41.71 ^� 1 / LOT 17
27
12" 4
10YR 4/4 35.7, OAK 14" P. E OA -12 26,772 Sq. Ft. 39 KAYCEE S WAY
43 x 4 WEST YARMOUTH
<_ x 40.75 x 37.58
v-
0 00 x 36.23
C "' "' PREPARED FOR
PERC
241.07'
ESTATE OF ELIZABETH PAUL
MS x 44.2,3\ x 43.5 88
x 41.82 39. 0
SHED MAY 5, 2014
8 36.97
ti �a i ;.'mgt �' a �,
10YR 5/8
-F ..,.:dam �tw,_. V : off 508-362-4541
ZN0 higs*w >s i�1��MT
u? S _ V.
y, ac sq�� fax 508-362-9880
a,. �,. �a
11
llz
z downcape.com
down ca a ea ineerin inc.
120 28.0 <��� .�r civil engineers
c
g rs
_ -� land surve ors
Scale.l 20 ��=x� �ti.: z. s�;ay.. y
NO GROUNDWATER ENCOUNTERED /`�
v . 939 Main Street ( Rte 6A)
f
0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
4-093