HomeMy WebLinkAbout83-2068 - Title 5 Site Plan003SYSTEM PROFILE
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE)
4.227' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PROP. WATERTIGHT COVER TO GRADE
13.0' MINIMUM 75' OF COVER OVER PRECAST 14.0 !
NOTE: 2" MIN. WALL
PRECAST H -1D PRECAST H-10 THICKNESS REQUIRED
RISERS (TYPJ PoSAERS (TYP.) 4"OSCH40 PVC
2'0 PIPES. LEVEL 1ST 2'
I�•- 4'-
m z I ENDS
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR.
COMPARABLE MEANS FOR FUTURE LOCATION:
CONCRETE COVERS TO WITHIN 3" GRADE
27 SLOPE REQUIRED OVER �YSTEM
12.0 INLET DEPTH e 10'
OUTLET DEPTH s 14"
( 2_5% SLOPE) ( 7 SLOPE:
MIN.
FOUNDATION - 17' - SEPTIC TANK
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) =660
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12.8) 2 (.74) = 111 GPD
BOTTOM 25 x 12.8 (.74) = 236.8 GPD
TOTAL: 470 S.F. 347.8 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE AT ENDS AND 4' AT SIDES
APPROVED
, MA
DATE BOARD OF HEALTH
LEGEND-
EGEND99-
10'70
11.0' TEE 1500 GAL H-10 10.75' 10.61
IEE 1000 GAL H-10
X 99.1
EXIST. SPOT ELEV.
SEPTIC TANK
- PUMP CHAMBER
[98.4]
W/O SUB
4LIQ. LEVEL
' TUF-TITE EF -4
SEE DETAIL
.;.
°
°
EL. 14.85'ACME
�'
OR EQUAL -;. EFFLUENT FILTER-
SLOPE OF GROUND
16.44'
UTILITY POLE
(OR EQUAL)
.�:
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
?i �.,?
':, .-...:..; ... r, ..:: ...•: - r.... ,.:-.' W/MOLDED IN GAS
:. . ..... ..... ... . .. ..::.....0 ... .
4$CH40 PVC
0 0 0 0 0 0 0 0 0 0 o c DEFLECTOR
O O O O O O O O O O O O -
0 0 0 0 0 0 0 0 0 0 o c
O,O�O�0 a 0 O'O'O_o'O'
o 0 0 0 0 0 0 0 0 0 o c
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 c
O O�O�O�O�O�ffO�O�O�O O O�
SE #13587
ALARM AND CONTROL PANEL
`\
DEPTH OF FLOW 4' 6" CRUSHED STONE OR MECHANICAL I
TO BE INSTALLED INSIDE
TEE SIZES: COMPACTION. (15.221 [21)
8/27/15
12.0 INLET DEPTH e 10'
OUTLET DEPTH s 14"
( 2_5% SLOPE) ( 7 SLOPE:
MIN.
FOUNDATION - 17' - SEPTIC TANK
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) =660
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12.8) 2 (.74) = 111 GPD
BOTTOM 25 x 12.8 (.74) = 236.8 GPD
TOTAL: 470 S.F. 347.8 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE AT ENDS AND 4' AT SIDES
APPROVED
, MA
DATE BOARD OF HEALTH
LEGEND-
EGEND99-
99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-[98.4}-
PROPOSED CONTOUR
[98.4]
PROPOSED SPOT EL.
TH1
FACIUTY
TEST HOLE
2
SLOPE OF GROUND
UTILITY POLE
�b
Y
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
LICENSE #
UNKNOWN
(-L-% SLOPE)
2" PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE
BLOCKS OR
PRECAST RISERS
MORTAR ALL H-10
COMPONENTS
(TYP.) IN1V'`INV%
1r
■
SIDE' 17.0'
3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN.' - H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
(2) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.0' X 12.83'
r
8.0' BOTTOM TH-1
NO GROUNDWATER FOUND _
#134 MAYFLOWER TERR.
N/F JAMES J. BANNO
PROP. SCREENED PORCH WffH
OPEN, UNHEATED STORAGE AREA
BELOW
132" I 18_0' 120" 1
NO GROUNDWATER ENCOUNTERED
NOTE: EXIST. SEPTIC SYSTEM SHOWN APPROX. ONLY
\ (AS -BUILT UNCLEAR)
\ PROP. 40 MIL LINER AT 5' OFF
\ SAS. TOP AT EL. 17, BOTTOM AT
I\\ EL. 13,
7p• O'
�-21 �0
1 \
20
\ 00! PROP. DRIVEWAY
/ `lb 9i- EXPANSION
PROPOSED
FIRST FL. DECK OVER
WALKOUT PATIO \�F1a} Oo
�Y Op kpRrr�
10 `
1.Q.. PIAE rR�
PROP. 10' WIDE PLANTED AF '.
BUFFER (SEE LANDSCAPE is pp F( 9 F !j
PLAN) 8 gSTg4
co
s 2 a" AFF<9
RSH
CpASrAC BFACH ••_�...
Mf AN
DINAH'S POND
(TIDAL)
I off 508-362-4541
fax 508-362-9880
downcope.com
170wn cape engineering, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
15-13-11
/NO
LICENSE
FOUND
10 84
LAND UNDER OCEAN
HIGH POINT:
\ EL 22.2'
LOT \\
'y AREA: 2�
0.43
.2 � 9 J�'�vF?G
1/10 •2• '� BENCHMARK: MAG
NAIL AT EL. 22.0'
o T
PROPOSED DWELLING
FIRST FL. = EL. 24.27'
4 i'S• RE -GRADE TO ENSURE ALL
DRAINAGE REMAINS ON LOCUS
(TMP)
10 "\ PROP. LANDSCAPE TIE WALL
EDA 8
.PI S
0
CONCRETE MASONRY PAVER PATIO.)
AT FIRE PIT
tiry LAND SUBJECT TO COASTAL STORM FLOWAGE
,.1 (ELEV. 9 SEAWARD)
a 12" PINES #146 MAYFLOWER TERR.
N/F JANET K. MACHUNSKI TRS.
ROBERT AND KATHLEEN KELLY TRS.
PROPOSED PEASTONE PATH TO PIER
PROPOSED 10' WIDEI PLANTED AREA (SEE LANDSCAPE
PLAN)
LICENSE #
UNKNOWN
}
c" NOTE: FLOATS NOT
PRESENT AT TIME OF
SURVEY
NOTE: DINAH'S POND IS A "NO MOORINGS ALLOWED" AREA
LEACHING
DANIEL A.
PUMP
42 -
D' IBOX - 12
FACIUTY
14' CHAMBER
TEST HOLE LOGS
PROP. WATERTIGHT COVER TO GRADE
ENGINEER: DANIEL E. GONSALVES,
SE #13587
ALARM AND CONTROL PANEL
WITNESS: AMY VON HONE, RS
TO BE INSTALLED INSIDE
PROVIDE QUICK DISCONNECT FOR PUMP
8/27/15
BUILDING. ALARM TO BE ON
DATE:
SEPARATE CIRCUIT FROM PUMP
-
PERC. RATE _ < 2 MIN/INCH
14'
I
CLASS SOILS
INV. IN 10.61'
2" PRESSURE LINE
ELEV.
ELEV.
1000 GAL H-10 S/
SLOPE TO DRAIN BACK TO PC
4 19 0'
�7
4 19_0'
500 GAL.+
O„ 0"
ALARM ON
FLOAT SWITCH
RESERVE
0.25" WEEP HOLES i
A
A
SETTINGS: PUMP ON
CHECK VALVE
LS
LS
4" WORKING RANGE
8"
MYERS SRM 4
10YR 4/2
10YR 4/2
4"
SUBMERSIBLE 4/10 HP PUMP
10"
9"
PUMP OFF
12"
SYSTEM (OR EQUAL)
B
B
o0 0 00001
LS
LS
AMBER
CHAMBER
PUMPC1I
34„
1OYR 3/4
162, 34"
1OYR 4/6
X,
(NOT TO SCALE)
WATERPROOF/WATERTIGHT
C
C
PERC
MS
MS
2.5Y 5/6
2.5Y 6/6
#134 MAYFLOWER TERR.
N/F JAMES J. BANNO
PROP. SCREENED PORCH WffH
OPEN, UNHEATED STORAGE AREA
BELOW
132" I 18_0' 120" 1
NO GROUNDWATER ENCOUNTERED
NOTE: EXIST. SEPTIC SYSTEM SHOWN APPROX. ONLY
\ (AS -BUILT UNCLEAR)
\ PROP. 40 MIL LINER AT 5' OFF
\ SAS. TOP AT EL. 17, BOTTOM AT
I\\ EL. 13,
7p• O'
�-21 �0
1 \
20
\ 00! PROP. DRIVEWAY
/ `lb 9i- EXPANSION
PROPOSED
FIRST FL. DECK OVER
WALKOUT PATIO \�F1a} Oo
�Y Op kpRrr�
10 `
1.Q.. PIAE rR�
PROP. 10' WIDE PLANTED AF '.
BUFFER (SEE LANDSCAPE is pp F( 9 F !j
PLAN) 8 gSTg4
co
s 2 a" AFF<9
RSH
CpASrAC BFACH ••_�...
Mf AN
DINAH'S POND
(TIDAL)
I off 508-362-4541
fax 508-362-9880
downcope.com
170wn cape engineering, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
15-13-11
/NO
LICENSE
FOUND
10 84
LAND UNDER OCEAN
HIGH POINT:
\ EL 22.2'
LOT \\
'y AREA: 2�
0.43
.2 � 9 J�'�vF?G
1/10 •2• '� BENCHMARK: MAG
NAIL AT EL. 22.0'
o T
PROPOSED DWELLING
FIRST FL. = EL. 24.27'
4 i'S• RE -GRADE TO ENSURE ALL
DRAINAGE REMAINS ON LOCUS
(TMP)
10 "\ PROP. LANDSCAPE TIE WALL
EDA 8
.PI S
0
CONCRETE MASONRY PAVER PATIO.)
AT FIRE PIT
tiry LAND SUBJECT TO COASTAL STORM FLOWAGE
,.1 (ELEV. 9 SEAWARD)
a 12" PINES #146 MAYFLOWER TERR.
N/F JANET K. MACHUNSKI TRS.
ROBERT AND KATHLEEN KELLY TRS.
PROPOSED PEASTONE PATH TO PIER
PROPOSED 10' WIDEI PLANTED AREA (SEE LANDSCAPE
PLAN)
LICENSE #
UNKNOWN
}
c" NOTE: FLOATS NOT
PRESENT AT TIME OF
SURVEY
NOTE: DINAH'S POND IS A "NO MOORINGS ALLOWED" AREA
a
Follins <2
Pond �J a
�G/ o
Erik s i
rs
e ricson
oral°
elley
�a°5c re, Bay
Knob Hdl L
glu Old °
0
/p q 5
o�Psfeln Rd N[ricks
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 119 PARCEL 15
SOUNDINGS = MLW DATUM
LOCUS IS WITHIN FEMA FLOOD ZONE AE EL.
9 AND X AS SHOWN ON COMMUNITY PANEL
#25001CO583J DATED 7/16/2014
(DWELLING IS IN X)
NOTES
1. DATUM IS NAVE) '88 (UPLAND PORTION)
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H-10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
310 CMR 15.000 (TITLE 5.)
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.
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 SEPTIC SYSTEM SHALL BE PUMPED AND
REMOVED.
13. DRYWELLS ARE PROPOSED FOR ROOF RUN-OFF.
ZONING SUMMARY
ZONING DISTRICT: R-40 DISTRICT
MIN. LOT SIZE 40,000 S.F.
MIN. LOT FRONTAGE 150'
MIN. FRONT SETBACK 30'
MIN. SIDE SETBACK 20'
MIN. REAR SETBACK 20'
MAX. BUILDING HEIGHT 35' ABOVE AVG. NATURAL GRADE
® STREET SIDE OF DWELLING
OWNER OF RECORD
NICHOLAS J. DiNINNO JR. & DONNA DiNINNO
161 OLD TAVERN ROAD
LEOMINSTER. MA
REFERENCES
DEED BOOK 29159 PAGE 36
PLAN BOOK 79 PAGE 101
REFER TO LANDSCAPE PLAN BY HAYNES LIENECK AND
SMITH INC. DATED 4/25/16 FOR FURTHER SITE DETAILS
TITLE 5 SITE PLAN
SHOWING PROPOSED DWELLING
AT
140 MAYFLOWER TERRACE
SOUTH YARMOUTH
PREPARED FOR
NICHOLAS UNINNO
MARCH 10, 2016
Scale: 1"= 20'
0 10 20 30 40 50 FEET
SHEET 1 OF 2
DATE
DANIEL A.
OJALA,
P.E., P.L.S.
a
Follins <2
Pond �J a
�G/ o
Erik s i
rs
e ricson
oral°
elley
�a°5c re, Bay
Knob Hdl L
glu Old °
0
/p q 5
o�Psfeln Rd N[ricks
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 119 PARCEL 15
SOUNDINGS = MLW DATUM
LOCUS IS WITHIN FEMA FLOOD ZONE AE EL.
9 AND X AS SHOWN ON COMMUNITY PANEL
#25001CO583J DATED 7/16/2014
(DWELLING IS IN X)
NOTES
1. DATUM IS NAVE) '88 (UPLAND PORTION)
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H-10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
310 CMR 15.000 (TITLE 5.)
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.
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 SEPTIC SYSTEM SHALL BE PUMPED AND
REMOVED.
13. DRYWELLS ARE PROPOSED FOR ROOF RUN-OFF.
ZONING SUMMARY
ZONING DISTRICT: R-40 DISTRICT
MIN. LOT SIZE 40,000 S.F.
MIN. LOT FRONTAGE 150'
MIN. FRONT SETBACK 30'
MIN. SIDE SETBACK 20'
MIN. REAR SETBACK 20'
MAX. BUILDING HEIGHT 35' ABOVE AVG. NATURAL GRADE
® STREET SIDE OF DWELLING
OWNER OF RECORD
NICHOLAS J. DiNINNO JR. & DONNA DiNINNO
161 OLD TAVERN ROAD
LEOMINSTER. MA
REFERENCES
DEED BOOK 29159 PAGE 36
PLAN BOOK 79 PAGE 101
REFER TO LANDSCAPE PLAN BY HAYNES LIENECK AND
SMITH INC. DATED 4/25/16 FOR FURTHER SITE DETAILS
TITLE 5 SITE PLAN
SHOWING PROPOSED DWELLING
AT
140 MAYFLOWER TERRACE
SOUTH YARMOUTH
PREPARED FOR
NICHOLAS UNINNO
MARCH 10, 2016
Scale: 1"= 20'
0 10 20 30 40 50 FEET
SHEET 1 OF 2