HomeMy WebLinkAboutEngineer Plan:r ceosooa�o�000�c°op0000°000°oo$�o'oo'000 000a�o°oOo°oopo I H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR
3/4 -T -i/2' DOUBLE WASHED STONE 4' MIN. (3) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
6' CRUSHED STONE OR MECHANICAL: OVER LL DIMENSIONS TO. OUTSIDE OF STONE: 33.5' X 12.83'
L—_.-- COMPACTION. (15.221 [21)
(Z.3_% SLOPE) ( % SLOPE) (-!-X SLOPE)
_ N THIS PLAN E
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
:QUAL
8. PIPE FOR SEPTIC SYSTEM TO SCH, 40-4" PVC,
9. COMPONENTS NOT TO BE BACKFILLED OR
e CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH.
Bassett
Horse Pond
Pond ti
R
1510°� a
9°
andy P d
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e
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Route
0
A 45' D' BOX 12' LEACHING 10.0 BOTTOM TH-1 10. CONTRACTOR SHALL BE RESPONSIBLE FOR
O — 21'� SEPTIC TANK FACILITY NO GROUNDWATER FOUND CALLING DIGSAFE (1-888-344-7233) AND
(8) 29'
(5_3X SLOPE)
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM i
EXIST.. TREE -
D
O o
I EXIST. TREE TO BE REMOVED
4
BENCHMARK
CORNER BULKHEAD
=22.7' NAVD88
NOTES
SYSTEM
L DATUM IS NAVD 88
PROFILE
ALL SYSTEM COMPONENTS T SHALL BE
MARKED WITH MAGNETIC TAPE OR
LOGS
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
/;
k DESIGN LOADING FOR ALL PROPOSED PRECAST
HAVE SELF—CLOSING SELF—LATCHING GATES, SIZE
COMPARABLE MEANS FOR FUTURE. LOCATION.
-
5. PIPE JOINTS TO BE MADE WATERTIGHT.
)ES 19.37
(NOT. TO.. SCALE)
WITNESS: PHIL RENAUD
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
ACCESS COVERS TO WITHIN 6'
OF. FIN. GRADE
o_o° l`•1d-
2" PEASTONE OR GEOTEXTILEE2X
CONCRETE COVERS TO WITHIN 3' GRADE
HEALTH DEPT.
PERC. RATE _ < 2 MIN/INCH
3 OWNER'S ENGINEER TO PERFORM
THE
)O.
FILTER FABRIC OVER STONE
SYSTEM DESIGN:
CLASS I SOILS
21.0'
GARBAGE DISPOSER IS NOT ALLOWED
II C/o -
4
SLOPE REQUIRED OVER SYSTEM
MINIMUM .75' OF COVER
OVER PRECAST.
21•0'
4 �
(FUTURE 4 BEDROOMS)
A
+`
Q�Qa
DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD
LS
BLOCKS OR
-
YARMOUTH
PRECAST H-10
10YR 4/2
USE A 1500 GAL. SEPTIC TANK
WATERTESF D'BOX-FOR LEVEESS
MIN: 2 THICKNESS SS
/
PRECAST RISERS
1 �•�-
A
( )
,.
RISERS OYR)
2•p
E
MIN. LOT FRONTAGE 150'
4"6SCH
PVC
G [
/
MORTAR ALL INVERT IN 9875*
10YR 5/6
•f
G
:.. _. . • ;,. ;
_,...
PIPES L
EL 1ST
2 4
ENDS
COMPONENT)
GYP)
77777 4.
"-
*20.7'
19.1 7'
f0" 7500 GAL H-10 14
TEE SEPTIC TANK TEE1
2' 6" MIN
O O O p
SUMP
o
D
MIN
GAS -BAFFLE
�•
OpoOoO O O
'- ooapo; ,os 12" MI
.INT..
DIM o 8
18.47'
op
p'°000 0
•:•a
: -
: 4' LIQ. Lh�/EL (ACME OR EQUAL)
."
:r ceosooa�o�000�c°op0000°000°oo$�o'oo'000 000a�o°oOo°oopo I H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR
3/4 -T -i/2' DOUBLE WASHED STONE 4' MIN. (3) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
6' CRUSHED STONE OR MECHANICAL: OVER LL DIMENSIONS TO. OUTSIDE OF STONE: 33.5' X 12.83'
L—_.-- COMPACTION. (15.221 [21)
(Z.3_% SLOPE) ( % SLOPE) (-!-X SLOPE)
_ N THIS PLAN E
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
:QUAL
8. PIPE FOR SEPTIC SYSTEM TO SCH, 40-4" PVC,
9. COMPONENTS NOT TO BE BACKFILLED OR
e CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH.
Bassett
Horse Pond
Pond ti
R
1510°� a
9°
andy P d
h
e
�o acus
c
Route
0
A 45' D' BOX 12' LEACHING 10.0 BOTTOM TH-1 10. CONTRACTOR SHALL BE RESPONSIBLE FOR
O — 21'� SEPTIC TANK FACILITY NO GROUNDWATER FOUND CALLING DIGSAFE (1-888-344-7233) AND
(8) 29'
(5_3X SLOPE)
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM i
EXIST.. TREE -
D
O o
I EXIST. TREE TO BE REMOVED
4
BENCHMARK
CORNER BULKHEAD
=22.7' NAVD88
NOTES
SAND,
L DATUM IS NAVD 88
13. INSTALL POOL FENCE/AUTOCOVER
2. MUNICIPAL WATER IS EXISTING
LOGS
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
/;
k DESIGN LOADING FOR ALL PROPOSED PRECAST
HAVE SELF—CLOSING SELF—LATCHING GATES, SIZE
UNITS TO BE AASHO H-10
-
5. PIPE JOINTS TO BE MADE WATERTIGHT.
)ES 19.37
4
WITNESS: PHIL RENAUD
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
OPENING TO
WITH 31.0 CMR 15.000 (TITLE 5.)
o_o° l`•1d-
FOR PROPOSED WORK ONLY AND
:r ceosooa�o�000�c°op0000°000°oo$�o'oo'000 000a�o°oOo°oopo I H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR
3/4 -T -i/2' DOUBLE WASHED STONE 4' MIN. (3) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
6' CRUSHED STONE OR MECHANICAL: OVER LL DIMENSIONS TO. OUTSIDE OF STONE: 33.5' X 12.83'
L—_.-- COMPACTION. (15.221 [21)
(Z.3_% SLOPE) ( % SLOPE) (-!-X SLOPE)
_ N THIS PLAN E
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
:QUAL
8. PIPE FOR SEPTIC SYSTEM TO SCH, 40-4" PVC,
9. COMPONENTS NOT TO BE BACKFILLED OR
e CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH.
Bassett
Horse Pond
Pond ti
R
1510°� a
9°
andy P d
h
e
�o acus
c
Route
0
A 45' D' BOX 12' LEACHING 10.0 BOTTOM TH-1 10. CONTRACTOR SHALL BE RESPONSIBLE FOR
O — 21'� SEPTIC TANK FACILITY NO GROUNDWATER FOUND CALLING DIGSAFE (1-888-344-7233) AND
(8) 29'
(5_3X SLOPE)
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM i
EXIST.. TREE -
D
O o
I EXIST. TREE TO BE REMOVED
4
BENCHMARK
CORNER BULKHEAD
=22.7' NAVD88
AND REMOVED OR PUMPED AND FILLED WITH CLEAN SHOWN ON COMMUNITY PANEL 025001CO588J
SAND,
DATED 7/16/2014
13. INSTALL POOL FENCE/AUTOCOVER
TEST HOLE
LOGS
o
/;
HAVE SELF—CLOSING SELF—LATCHING GATES, SIZE
�,
ENGINEER: CRAIG J. FERRARI, SE #13871
O�
4
WITNESS: PHIL RENAUD
BUILDING CODE, ALL DWELLING DOORS
OPENING TO
DATE: 8/4/21
POOL SHALL BE ALARMED TO CODE.
HEALTH DEPT.
PERC. RATE _ < 2 MIN/INCH
3 OWNER'S ENGINEER TO PERFORM
THE
)O.
OF FINAL INSTALLATION. MINIMUM
O
NGTICE REQUIRED.
SYSTEM DESIGN:
CLASS I SOILS
GARBAGE DISPOSER IS NOT ALLOWED
II C/o -
4
ELEV.
EXISTING 2 BEDROOM DWELLING
o„
21•0'
4 �
(FUTURE 4 BEDROOMS)
A
+`
Q�Qa
DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD
LS
O
USE A 440 GPD DESIGN FLOW
YARMOUTH
8"
10YR 4/2
USE A 1500 GAL. SEPTIC TANK
ZONING SUMMARY
/
LEACHING:
ZONING DISTRICT: R-25 RESIDENTIAL DISTRICT
�
MIN. LOT SIZE 25,000 S.F.
E
MIN. LOT FRONTAGE 150'
B
LS
MIN. FRONT SETBACK 30'
G [
/
MIN. SIDE SETBACK 15'
10YR 5/6
\/
G
MAX. BUILDING COVERAGE 25%
C
PERC
MS
1OYR 7/4
132"
DICE ##21-365
10.0'
Scale: 1 "= 20'
m- !!
I � �
0 10 20
VERIFYING THE LOCATION OF ALL UNDERGROUND & LOWS MAP
U OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. SCALE 1"=2000'±
11. ANY UNSUITABLE MATERIAL. ENCOUNTERED SHALL ASSESSORS MAP 39 PARCEL 257
BE REMOVED BENEATH AND 5' AROUND THE
PROPOSED LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE X
LOT 148 � k\ \
16,112± S.F.
9
6 / —
O �
� 1
�n 'w�tt,�,w,. U
NG
40 50 FEET
O
\ r'
BATH
DEN
12. EXISTING LEACHING FACILITY SHALL BE PUMPED (AREA OF MINIMAL FLOOD HAZARD) AS
AND REMOVED OR PUMPED AND FILLED WITH CLEAN SHOWN ON COMMUNITY PANEL 025001CO588J
SAND,
DATED 7/16/2014
13. INSTALL POOL FENCE/AUTOCOVER
TO LOCAL
AND STATE BUILDING CODE. POOL FENCE
SHALL
HAVE SELF—CLOSING SELF—LATCHING GATES, SIZE
AND MATERIALS TO MEET LOCAL AND
STATE
MAY 112022
BUILDING CODE, ALL DWELLING DOORS
OPENING TO
POOL SHALL BE ALARMED TO CODE.
HEALTH DEPT.
3 OWNER'S ENGINEER TO PERFORM
THE
INSPECTIONS
OF 24 HOURS
OF FINAL INSTALLATION. MINIMUM
O
NGTICE REQUIRED.
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 2 BEDROOM DWELLING
(FUTURE 4 BEDROOMS)
+`
DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD
USE A 440 GPD DESIGN FLOW
YARMOUTH
SEPTIC TANK: 440 GPD (2) = 880
USE A 1500 GAL. SEPTIC TANK
ZONING SUMMARY
LEACHING:
ZONING DISTRICT: R-25 RESIDENTIAL DISTRICT
SIDES: 2 (33.5 + 12.8) 2 (.74) = 137 GPD
MIN. LOT SIZE 25,000 S.F.
BOTTOM 33.5 x 12.8 (,74) = 317 GPD
MIN. LOT FRONTAGE 150'
TOTAL: 614 S.F. 454 GPD
MIN. FRONT SETBACK 30'
MIN. SIDE SETBACK 15'
USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
MIN. REAR SETBACK 20'
WITH 4' STONE ALL AROUND
MAX. BUILDING COVERAGE 25%
s>—t 0461-� /, 05 Vr7 zo?Z MA
APPROVED DATE BOARD OF HEALTH
OFFICE KITCHEN DEN BATH BEDRDaM TITLE - 5 SITE PLAN
OF
LIVINGI BEDROOM
ROOMFLOOR PLAN Lc��
16 SCHOLL AVE.
WEST YARMOUTH, MA
PREPARED FOR
JOAO PEREIRA
[.�-=
�
DATE DANIEL A. OJALA, P.E., P.L.S.
DATE: APRIL 14, 2022
I off 508-362-4541
fax 508-362-9880
downcape.com
down cspe engineerind, Tar.
civil engineers
/and surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
21-365 PEREIRA.DWG