HomeMy WebLinkAboutEngineered Plan - 2014PROI-TLE
ALL BE
(14+% SLOPE) (-1-7. SLOPE)
L cu
i VTEIVI
MARKE.DSWITHCMAGNETICTTAPE OR
Q"
a� a
NOTES
o
COMPARABLE MEANS FOR FUTURE LOCATION.
a
� �
14' , ' LEACHING
D BOX 12 FACILITY
(NOT TO SCALE)
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
y 'y1^
Rood o
�Q
COVERS TO WITHIN 6" OF FIN. GRADE "
ACCESS 2 PEASTONE OR GEOTEXTILE
CONCRETE COVERS TO WITHIN 3" GRADE
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
NOT TO SCALE
1. DATUM IS ASSUMED
L
TOP FOUND. EL. 24.7'
WORK.
FILTER FABRIC OVER STONE
OUTLETS AND ELEVATIONS
OF SEPTIC SYSTEM
1000 GALLONS AND ITS SUITABILITY FOR RE -USE. REPLACE
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
ASSESSORS MAP 133 PARCEL 9
2. MUNICIPAL WATER IS EXISTING
a
�
.
MINIMUM .75
OF COVER OVER PRECAST
2% SLOPE REQUIRED OVER SYSTEM 22.0
PROPOSED LEACHING FACILITY.
3. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT.
X 23 43
PRECAST H-10
BLOCKS OR
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
RISERS (TYP.)
2'0
22.2 '
4"OSCH40 PVC
PRECAST RISERS
MORTAR ALL H-10
UNITS TO BE AASHO H-jQ
..
PROP. TEE
PIPES ! EVEL 1 ST 2'
4.
COMPONENTS
4>
t
�ENDS
(TYP.)
SIDES
19.3
5. PIPE JOINTS TO BE MADE WATERTIGHT.
10- EXISTING " 14"
°°°°°°°°
-, , ._ :.
oo-oo° -°o°
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
•.
'TEE SEPTIC TANK** TEE�O8*,
° °_ �0�0
��®C�
����- - 0���
;4000�0o
WITH 310 CMR 15.000 (TITLE 5.)
:...
:.
°�°o° ° o�aoaaaaoon
��ao®0000ao
,0000°oo�
:. GAS BAFFLE
::: 000000000000 , o°°°
._o�o�o 0 0_ N
°° o o o 0 0 0 ��
oJo°a ®®a�ao�oaac�
>000°o°o° o®ooa0000ac�
o 0 0 0 0 0 0 0
a�aoo�000�o
0��OD��OO DOO
°
°0'0'000"°°°
°°°°°°°0
7. THIS PLAN 1S FOR PROPOSED WORK ONLY AND
18.77'
18.6'
°°°°°°°°
°°°°°°°°
°°°°°°�°
16:5'
NOT TO BE USED FOR LOT LINE STAKING OR ANY
4' LIQ. LEVEL (ACME OR EQUAL)
':°°°°°�°
OTHER PURPOSE.
WATER -TEST
D'BOX FOR LEVELNESS
I
LH
4"-1" WASHED STONE 4' MIN.
3/4"-1-1/2" DO
/ /
-10500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
(2) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
8" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00'
X 12.83'
9. COMPONENTS NOT TO BE BACKFILLED OR
[2])
S'
CONCEALED WITHOUT INSPECTION BY BOARD OF
COMPACTION. (15.221
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH.
AND REMOVED
LEGEND-
99-
EGEN D
'+�25�1 � X2195
99 - EXISTING CONTOUR / x 3.08
21.98
v X 21.25
X 99.1 EXIST. SPOT ELEV. O(
99 PROPOSED CONTOUR X�L.54
\ /Q
%
99 PROPOSED SPOT EL. / LOT 32 /
TH 1 /
18,407± SF X1
2 21' k 21.3 861
TEST HOLE
- / n CAUTION: GASLINE IN SYSTEM DESIGN.
2� SLOPE OF GROUND / '
x 21.22 '-11�AREA OF PROPOSED
/ CONSTRUCTION
UTILITY POLE / x'22.66 x 21.47 GARBAGE DISPOSER IS NOT ALLOWED
X 21.
ti23.80 / 085 DESIGN FL0V. 3 BEDROOMS -0 11 -0 -GPD :330 GPD
yo FIRE HYDRANT
_
INOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING Q / LAWN � � ALTERNATE BENCHMARK: USE A 330 GPD DESIGN FLOW
O / 9) �g USE CONC. BND AT
23.28 X 2 .34
- / 64 .TH 80ELEVATION 21.4' SEPTIC TANK: 330 GPD (2) = 660
'' 7. -2267 { : 54 21.42
TEST HOLE LOGS x 24.16 o ` **RE -USE EXISTING 1000 GAL. SEPTIC TANK
23.87 � 23 '� 21.40
X 23.79 '
0 / 124 i4 24 _ --42-3. 8\ N 21.4 LEACHING:
ENGINEER: DANIEL E. GONSALVES, SE J 24-7- ` .74
VJ ! .� .4 SIDES. 2 (25 + 12.83) 2 (.74) 112 GPD
WITNESS: PHIL RENAUD X 27:19 /` 19' z . BOTTOM 25 x 12.83 (.74) = 237 GPD
.� � 7
DATE: 5/14/14 Q 124.25 - PAVED
TOTAL: 472 S.F. 349 GPD
PERC. RATE _ < 2 MIN/INCH FAILED LP
/ X�a41.43 (APPROX. LOCATION) USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
/ � GARAGE .�\
CLASS I SOILS x 23 80 x�x A.4 2 ���G 10, ,
/ X 24.27 o WITH 4 STONE-BALL--AROUND-
12
LL- SOU N h �e r� : Tai
/ x.12 i �� 21.19 p
ELEV.
/ 23. v2!2.21 ' , FJ
tt
z. .. �._.
0 21.5 / x24.40 L PATIO EXISTING SEPTIC TANK (RETAIN) ame Date
/X4.74/)I
A APPROX. LOCATION, AS-BUILTS ---- -~ -
/ W,.87LS �.87 ?,75 X 24.22 EXIST. UNCLEAR. MA
10YR 4 3 x 24.97 X4.39 X 4409 DWELL. �� ;� APPROVED DATE BOARD OF HEALTH
7„ / / TOP FNDN = 24.7'
B24.84 TITLE 5 SITE PLAN
N
LS / 00 OF
10YR 5/6 18.6 X 25.36 / 23 37 GAR. SLAB.
35 / 23.90 4.68 6 CAMELOT ROAD
X 25 29 N YARMOUTH PORT -'
cr -,.:
/ ®3 FT1
,Y, ,
/ 03 / 1
X �-
,
23
C / 2' 38 ry-2j.22 PREPARED FOR I i
99
PERC - RETAIN EXISTING; TIC 10 0 .11_7
/ SYSTEM (PASSED DE x23.8L-__��
THEODORA CARLAW
FS / INSPECTION 4/11/14) X 2 -A626
3:26
ILP ` 23.73 BENCHMARK: COR. BH
MAY 14, 2014. ,
J25.44 125 .00, , AT EL?4.7
2.5Y 7/4 0
t
� 0v -' > .�.� "� �'", off 508-362-4541
5, fox 508-362-9880
A. s :I:E�_ o downco e.com
56 w.� < ( P
. .
C.3 TIL o. > 'j,,
J;
,, ;: �:^ down cape en ineerin .Inc.
24.78 0 4t 502 g _ .r ?v. ,.' E�
120"11.5' "; i-.7 \�T O 4' f: .=1 '^
�. t;�. � �F. �_ � `'���� � civil engineers
Sfsd``G
�;=, �PJAL Er•. .'� , ., land surveyors
NO "GROUNDWATER ENCOUNTEREDSII )' -
Scale:1"= 20' �� i 939 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P. ., P.L.S. YARMOUTHPORT MA 02675 '
14-095 0 10 20 30 40 50 FEET
(14+% SLOPE) (-1-7. SLOPE)
L cu
Q"
a� a
o
LOCUS M e P
a
� �
14' , ' LEACHING
D BOX 12 FACILITY
0
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
y 'y1^
Rood o
�Q
I
NO GROUNDWATER FOUND
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
NOT TO SCALE
*THE INSTALLER SHALL VERIFY THE
L
** INSTALLER :SHALL CONFIRM MINIMUM SEPTIC .TANK SIZE AT
WORK.
6
OUTLETS AND ELEVATIONS
OF SEPTIC SYSTEM
1000 GALLONS AND ITS SUITABILITY FOR RE -USE. REPLACE
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
ASSESSORS MAP 133 PARCEL 9
a
�
a
SHALL BE REMOVED 5' BENEATH AND AROUND THE
AND REMOVED
LEGEND-
99-
EGEN D
'+�25�1 � X2195
99 - EXISTING CONTOUR / x 3.08
21.98
v X 21.25
X 99.1 EXIST. SPOT ELEV. O(
99 PROPOSED CONTOUR X�L.54
\ /Q
%
99 PROPOSED SPOT EL. / LOT 32 /
TH 1 /
18,407± SF X1
2 21' k 21.3 861
TEST HOLE
- / n CAUTION: GASLINE IN SYSTEM DESIGN.
2� SLOPE OF GROUND / '
x 21.22 '-11�AREA OF PROPOSED
/ CONSTRUCTION
UTILITY POLE / x'22.66 x 21.47 GARBAGE DISPOSER IS NOT ALLOWED
X 21.
ti23.80 / 085 DESIGN FL0V. 3 BEDROOMS -0 11 -0 -GPD :330 GPD
yo FIRE HYDRANT
_
INOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING Q / LAWN � � ALTERNATE BENCHMARK: USE A 330 GPD DESIGN FLOW
O / 9) �g USE CONC. BND AT
23.28 X 2 .34
- / 64 .TH 80ELEVATION 21.4' SEPTIC TANK: 330 GPD (2) = 660
'' 7. -2267 { : 54 21.42
TEST HOLE LOGS x 24.16 o ` **RE -USE EXISTING 1000 GAL. SEPTIC TANK
23.87 � 23 '� 21.40
X 23.79 '
0 / 124 i4 24 _ --42-3. 8\ N 21.4 LEACHING:
ENGINEER: DANIEL E. GONSALVES, SE J 24-7- ` .74
VJ ! .� .4 SIDES. 2 (25 + 12.83) 2 (.74) 112 GPD
WITNESS: PHIL RENAUD X 27:19 /` 19' z . BOTTOM 25 x 12.83 (.74) = 237 GPD
.� � 7
DATE: 5/14/14 Q 124.25 - PAVED
TOTAL: 472 S.F. 349 GPD
PERC. RATE _ < 2 MIN/INCH FAILED LP
/ X�a41.43 (APPROX. LOCATION) USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
/ � GARAGE .�\
CLASS I SOILS x 23 80 x�x A.4 2 ���G 10, ,
/ X 24.27 o WITH 4 STONE-BALL--AROUND-
12
LL- SOU N h �e r� : Tai
/ x.12 i �� 21.19 p
ELEV.
/ 23. v2!2.21 ' , FJ
tt
z. .. �._.
0 21.5 / x24.40 L PATIO EXISTING SEPTIC TANK (RETAIN) ame Date
/X4.74/)I
A APPROX. LOCATION, AS-BUILTS ---- -~ -
/ W,.87LS �.87 ?,75 X 24.22 EXIST. UNCLEAR. MA
10YR 4 3 x 24.97 X4.39 X 4409 DWELL. �� ;� APPROVED DATE BOARD OF HEALTH
7„ / / TOP FNDN = 24.7'
B24.84 TITLE 5 SITE PLAN
N
LS / 00 OF
10YR 5/6 18.6 X 25.36 / 23 37 GAR. SLAB.
35 / 23.90 4.68 6 CAMELOT ROAD
X 25 29 N YARMOUTH PORT -'
cr -,.:
/ ®3 FT1
,Y, ,
/ 03 / 1
X �-
,
23
C / 2' 38 ry-2j.22 PREPARED FOR I i
99
PERC - RETAIN EXISTING; TIC 10 0 .11_7
/ SYSTEM (PASSED DE x23.8L-__��
THEODORA CARLAW
FS / INSPECTION 4/11/14) X 2 -A626
3:26
ILP ` 23.73 BENCHMARK: COR. BH
MAY 14, 2014. ,
J25.44 125 .00, , AT EL?4.7
2.5Y 7/4 0
t
� 0v -' > .�.� "� �'", off 508-362-4541
5, fox 508-362-9880
A. s :I:E�_ o downco e.com
56 w.� < ( P
. .
C.3 TIL o. > 'j,,
J;
,, ;: �:^ down cape en ineerin .Inc.
24.78 0 4t 502 g _ .r ?v. ,.' E�
120"11.5' "; i-.7 \�T O 4' f: .=1 '^
�. t;�. � �F. �_ � `'���� � civil engineers
Sfsd``G
�;=, �PJAL Er•. .'� , ., land surveyors
NO "GROUNDWATER ENCOUNTEREDSII )' -
Scale:1"= 20' �� i 939 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P. ., P.L.S. YARMOUTHPORT MA 02675 '
14-095 0 10 20 30 40 50 FEET
(14+% SLOPE) (-1-7. SLOPE)
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
LOCUS M e P
FOUNDATION-
EXIST. SEPTIC TANK
14' , ' LEACHING
D BOX 12 FACILITY
11:5' BOTTOM TH-1
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
y 'y1^
NO GROUNDWATER FOUND
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
NOT TO SCALE
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL
** INSTALLER :SHALL CONFIRM MINIMUM SEPTIC .TANK SIZE AT
WORK.
SEWER
UTILITIES AND ALL BUILDING SE
PRIOR TO INSTALLING ANY PORTION
OUTLETS AND ELEVATIONS
OF SEPTIC SYSTEM
1000 GALLONS AND ITS SUITABILITY FOR RE -USE. REPLACE
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
ASSESSORS MAP 133 PARCEL 9
WITH "1500 GALLON SEPTIC TANK APPROPRIATE TO SITE
SHALL BE REMOVED 5' BENEATH AND AROUND THE
CONDITIONS IF NOT SUITABLE
PROPOSED LEACHING FACILITY.
X 23 43
12. FAILED LEACHING FACILITY SHALL BE PUMPED
AND REMOVED
LEGEND-
99-
EGEN D
'+�25�1 � X2195
99 - EXISTING CONTOUR / x 3.08
21.98
v X 21.25
X 99.1 EXIST. SPOT ELEV. O(
99 PROPOSED CONTOUR X�L.54
\ /Q
%
99 PROPOSED SPOT EL. / LOT 32 /
TH 1 /
18,407± SF X1
2 21' k 21.3 861
TEST HOLE
- / n CAUTION: GASLINE IN SYSTEM DESIGN.
2� SLOPE OF GROUND / '
x 21.22 '-11�AREA OF PROPOSED
/ CONSTRUCTION
UTILITY POLE / x'22.66 x 21.47 GARBAGE DISPOSER IS NOT ALLOWED
X 21.
ti23.80 / 085 DESIGN FL0V. 3 BEDROOMS -0 11 -0 -GPD :330 GPD
yo FIRE HYDRANT
_
INOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING Q / LAWN � � ALTERNATE BENCHMARK: USE A 330 GPD DESIGN FLOW
O / 9) �g USE CONC. BND AT
23.28 X 2 .34
- / 64 .TH 80ELEVATION 21.4' SEPTIC TANK: 330 GPD (2) = 660
'' 7. -2267 { : 54 21.42
TEST HOLE LOGS x 24.16 o ` **RE -USE EXISTING 1000 GAL. SEPTIC TANK
23.87 � 23 '� 21.40
X 23.79 '
0 / 124 i4 24 _ --42-3. 8\ N 21.4 LEACHING:
ENGINEER: DANIEL E. GONSALVES, SE J 24-7- ` .74
VJ ! .� .4 SIDES. 2 (25 + 12.83) 2 (.74) 112 GPD
WITNESS: PHIL RENAUD X 27:19 /` 19' z . BOTTOM 25 x 12.83 (.74) = 237 GPD
.� � 7
DATE: 5/14/14 Q 124.25 - PAVED
TOTAL: 472 S.F. 349 GPD
PERC. RATE _ < 2 MIN/INCH FAILED LP
/ X�a41.43 (APPROX. LOCATION) USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
/ � GARAGE .�\
CLASS I SOILS x 23 80 x�x A.4 2 ���G 10, ,
/ X 24.27 o WITH 4 STONE-BALL--AROUND-
12
LL- SOU N h �e r� : Tai
/ x.12 i �� 21.19 p
ELEV.
/ 23. v2!2.21 ' , FJ
tt
z. .. �._.
0 21.5 / x24.40 L PATIO EXISTING SEPTIC TANK (RETAIN) ame Date
/X4.74/)I
A APPROX. LOCATION, AS-BUILTS ---- -~ -
/ W,.87LS �.87 ?,75 X 24.22 EXIST. UNCLEAR. MA
10YR 4 3 x 24.97 X4.39 X 4409 DWELL. �� ;� APPROVED DATE BOARD OF HEALTH
7„ / / TOP FNDN = 24.7'
B24.84 TITLE 5 SITE PLAN
N
LS / 00 OF
10YR 5/6 18.6 X 25.36 / 23 37 GAR. SLAB.
35 / 23.90 4.68 6 CAMELOT ROAD
X 25 29 N YARMOUTH PORT -'
cr -,.:
/ ®3 FT1
,Y, ,
/ 03 / 1
X �-
,
23
C / 2' 38 ry-2j.22 PREPARED FOR I i
99
PERC - RETAIN EXISTING; TIC 10 0 .11_7
/ SYSTEM (PASSED DE x23.8L-__��
THEODORA CARLAW
FS / INSPECTION 4/11/14) X 2 -A626
3:26
ILP ` 23.73 BENCHMARK: COR. BH
MAY 14, 2014. ,
J25.44 125 .00, , AT EL?4.7
2.5Y 7/4 0
t
� 0v -' > .�.� "� �'", off 508-362-4541
5, fox 508-362-9880
A. s :I:E�_ o downco e.com
56 w.� < ( P
. .
C.3 TIL o. > 'j,,
J;
,, ;: �:^ down cape en ineerin .Inc.
24.78 0 4t 502 g _ .r ?v. ,.' E�
120"11.5' "; i-.7 \�T O 4' f: .=1 '^
�. t;�. � �F. �_ � `'���� � civil engineers
Sfsd``G
�;=, �PJAL Er•. .'� , ., land surveyors
NO "GROUNDWATER ENCOUNTEREDSII )' -
Scale:1"= 20' �� i 939 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P. ., P.L.S. YARMOUTHPORT MA 02675 '
14-095 0 10 20 30 40 50 FEET