83-1861 - Site PlanSYSTEM 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
NO BASEMENT ALLOWED
USE A 1500 GAL. SEPTIC TANK -
LEACHING:
SIDES: N/A
D
SHALL
SYSTEM PROFILEALL SYEM MARK D�WITHCMAGNETICTTAPE OR BE
(NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
PROVIDE WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
1_0' PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE
10.3' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 9.E
PRECAST H-10
RISERS RS (TYP.) 4"OSCH40 PVC
PIPES LEVEL 1ST 2' 2" PEASTONE OR GEOTEXTILE
• FILTER FABRIC OVER STONE $ 3,
10' 14
1500 GAL H-10 TEEs o
)8.5'TEE 8.27'
SEPTIC TANK ° 0 0 0 0 0 °o° 6" MIN. SUMP 000
0 0 0 0 0 0 0 ° 000
4' LAO. LEVEL GAS BAFTlE ..: °O�pp°o°o°o°o°o°o o° 0 7-.8 $' o
ACME OR EOUAL rv°°0°0°0°0°0°0„°°
BOTTOM 37.5 x 12
(.74) = 333 GP
EXISTING CONTOUR
x 99.7
EXIST. SPOT ELEV.
99
�.:
8 tj
1 7 94
TH1
go
0.5'
TEST HOLE
NW
MONITORING WELL
CQ-)
UTILITY POLE
zyX
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
SOILS
�3
1ww^
ELEV.
Z U
����
4
p,
IBJ
4
TOTAL:
450
S.F. 333 GPD
0 0 0 0 0 o c
00000000000 0 0 0 0 0 0
000000 0 0 0 0 o c
010„010„0„0 0� 0„010„0„0'
IIJy
A
NOTE: 6" INVERT PROPOSED
(MODIFY AS NEC.)
LS
USE 2 ROWS OF 8
QUICK
4 STANDARD INFILTRATORS EACH,
AT ENDS
II3�
6" CRUSHED
STONE OR MECHANICAL
E
3/4" TO 1 1/2" DOUBLE
WASHED STONE
WITH 2' STONE AT
SIDES,
2.3' BETWEEN ROWS AND 2.75'
COMPACTION.
(15.221 [21)
1OYR 5/215"
1OYR 5/2
B
B
WATER TEST D'BOX
FOR LEVELNESS
OVERALL SAS DIMS: 37.5' x
12' x 0.5' DEEP
24"
DATE
MA
BOARD OF HEALTH
(2 5% SLOPE) ( % SLOPS
(-L-% SLOPE)
C
eopanvFn
LEGEND
99-
EXISTING CONTOUR
x 99.7
EXIST. SPOT ELEV.
99
PROPOSED CONTOUR
99
PROPOSED SPOT EL.
TH1
} Q
TEST HOLE
NW
MONITORING WELL
CQ-)
UTILITY POLE
zyX
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
4/
41
F
4/
4/
00-229 L-5
4L
LEACHING
FOUNDATION- 10' - SEPTIC TANK 16' D' BOX 16 FACILITY
7.3'
5.0'
TIDALLY INFLUENCED GROUNDWATER ELEV. 2.3'
FLOODZONE DESIGN FOUNDATION FOR DWELLING AND GARAGE REQUIRED (BY OTHERS) MONITORING WELL SET AND AUTOMATED READINGS
NOTE: FINAL GRADING TO BE IN ACCORDANCE WITH FEMA REQUIREMENTS TAKEN OVER A FULL MOON CYCLE
NO BASEMENT ALLOWED. (HIGHEST TIDES OF THE MONTH)
41
DWELLING DIMENSIONS
1" = 20'
Ai
4L
41
G \
LOT 4
F
373'± y/
E } 3.CO
11rr
3�
o
Eu
wI1
LOT 5 D { 2.42
15,134± SIF
0.35+/- ACRES (UPLAND)
32,700± SF TOTAL
w
C
4/ 41 350'±I
B }2.61
4
A
2.59
50.0• ICY
-�
4M
X80'
}
RENAUD
1
}
} Q
`I
}
1
CLASS I
SOILS
�3
1ww^
ELEV.
Z U
71'
4
p,
IBJ
4
0.,
6.9' 0„
-}
IIJy
A
IoY
LS
LS
6"
II3�
TH 1
IS
-ta.o=MW. GARAGE 4 TTH 2 EL 8.0' OD
20.0'
3a ��
}
ENGINEER: ARNE H. OJALA, PE,
SE
}
RENAUD
O
}
} Q
}
< 2 MIN/INCH
CLASS I
SOILS
ELEV.
PROP. DECKT
4
4
0.,
6.9' 0„
-}
LPE
A
A
LS
LS
6"
-�1
+
R9
+ 15.09
s
EL 9.3"
1. DAM IS NGVD
2. MU ICIPAL WATER IS AVAILABLE
3. MIN MUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H-14
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
310 CIAR 15.000 (TITLE V.)
7. THI 3 PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT UNE STAKING OR ANY OTHER
PURPOSE.
8. PIP 7 FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9.
C014PONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHO T INSPECTION BY BOARD OF HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSA E (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
LEACH NG FACILITY.
12. E ISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
13. WETLAND FLAGGED BY HAMLYN CONSULTING.
14. ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS,
OR TO DRIP TRENCHES
WATERU E TO BE RE-ROUTED AND SLEEVED
IF RESERVE UTILIZED
I
I
�7.20
PROF. PERVIOUS
/
DRIVE AY
W 1
t 0'
} 7.30
co
o I9.3 0
�1 y
1
ROP. RETAINING WALL (FINAL DESIGN BY
1 THERS) TW EL. 8.3'
+ 7.36
o
p )`� BENCHMARK - HYDRANT ON TAG
ABOLT #186 EL. = 9.94 (NGVD)
LOAM AND SEED
EC. 9.3'
�/ .. VARIES
WOVEN GEOTEXT/LE FA@R/C .
(M/RAF/) USED AS T/EBACK j -
PT 1 x 6 BULLNOSE DECK/NG
WITH UIRAF/ ATTACHED 5Y 3" SCREWS
AT 16" CENTERS
STAGGERED SP/KES .. ..
40 M/C. EL. 4.3'
POL Y BARR/ER
SECTION VIEW
6" x 6' P.T. LANDSCAPE TIE KNEE WALL 1' - 1.5' HIGH x 6" DEEP
NOT TO SCALE
ZONING SUMMARY
ZONING DISTRICT: RS -40
MIN. LOT SIZE 40,000 SF
MIN. LOT FRONTAGE 150'
MIN. FRONT SETBACK 30'
MIN. SIDE SETBACK 6'*
MIN. REAR SETBACK 20'
*LOT CREATED 12/1/65 (GRANDFATHERED)
SITE IS NOT LOCATED WITHIN MESA
JURISDICTION
OWNER OF RECORD
DANIEL FRANCHI ET AL
35 TODD STREET
HAMDEN, CT 06518
REFERENCES
DEED BOOK 9972 PAGE 97
PLAN BOOK 198 PAGE 111
DATE DANIEL A. OJALA, P.E., P.L.S.
ca o° Q�e
Qo \Q rni
o�
ow Sf.
m
� c
A �
4
3
o Locus
4
sr Nantucket
Sash Sound
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 34 PARCEL 262
LOCUS IS WITHIN FEMA FLOOD ZONE
A11 EL. 11 AS SHOWN
ON COMMUNITY PANEL #250015 0006 D
JULY 2, 1992
TEST HOLE LOGS
60" OBS WATER 1.9 60" OBS WATER 1 y
MFS MFS
120" 2.5Y 6/6 _31 120" 2.5Y 6/6
TITLE 5 ITIE PLAN
OF
# '165 SOUTH STREET
SOUTH YARMOUTH
PREPARED FOR
DANIEL FRANCHI
JULY 16, 2009
Scale: 1"= 20'
0 10 20 30 40 50 FEET
off 508-362-4541
fax 508-362-9880
downcope.com
down cope engineering, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
00-229FRANCHI.DWG (SBO)
ENGINEER: ARNE H. OJALA, PE,
SE
WITNESS: PHIL
RENAUD
DATE: 5/20/09
PERC. RATE _
< 2 MIN/INCH
CLASS I
SOILS
ELEV.
ELEV.
4
4
0.,
6.9' 0„
6.9'
A
A
LS
LS
6"
10YR 3/2
6"
1CYR 3/2
E
E
FS
FS
15"
1OYR 5/215"
1OYR 5/2
B
B
LFS
LFS
24"
1OYR 4/6/6
4,9' 30"
10YR 4 4.4'
_
C
C
60" OBS WATER 1.9 60" OBS WATER 1 y
MFS MFS
120" 2.5Y 6/6 _31 120" 2.5Y 6/6
TITLE 5 ITIE PLAN
OF
# '165 SOUTH STREET
SOUTH YARMOUTH
PREPARED FOR
DANIEL FRANCHI
JULY 16, 2009
Scale: 1"= 20'
0 10 20 30 40 50 FEET
off 508-362-4541
fax 508-362-9880
downcope.com
down cope engineering, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
00-229FRANCHI.DWG (SBO)