HomeMy WebLinkAbout25.126 - Title 5 Site Plan (2)SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD (2) = 880
USE A 1500 GAL. SEPTIC TANK CRAWLSPACE
LEACHING:
PERIMETER: 121 LF x 0.83 x 0.74 = 74 GPD
BOTTOM AREA: 520 SF (0.74) =384 GPD
TOTAL: 618 S.F. 458 GPD
USE 7 H-20 HIGH CAPACITY INFILTRATORS IN CONFIGURATION SHOWN
(SEE DETAIL)
PROVIDE WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
12.0' MINIMUM .75'+OF COVER OVER PRECAE
PRECAST H-10
RISERS (TYP.)
z•0 ri
SYSTEM PROFILE
(NOT TO SCALE)
400SCH40 PVC
PIPES LEVEL 1ST 2'
ALL SYSTEM COMPONENTS SHALL BE NOTES
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS NGVD
2. MUNICIPAL WATER IS EXISTING
PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
2R SLOPE REQUIRED OVER SYSTEM / 11' - 12'
2" PEASTONE OR GEOTEXTILE
FILTER FAB�Ib OVER STONE
V io 14„
10,06' TEE 1500 GAL H-10 TEE
SEPTIC TANK 9.61 ° 6" MIN. SUMP
4' L10. LEVEL °0O0°o°o°o°a°o o°
GAS BAFFLE° °o°o°o°o°o°o o° 12" MIN. INT. DIM. o
ACME OR EOUAL ° .0 0_
° 9_53'
9.78' ° 9.61'$ 0.e3'
00 0 0 0 0 0 0 0 0 0 o c
0
0 0 00 0 00 00 00 00 00 00 o0 c
0000000
00 0 0 0 00„0„0„0„0, HIGH CAPACITY - INFILTRATORS
11�1_ 6" CRUSHED STONE OR MECHANICAL 3/4" TO 1 1/2" DOUBLE WASHED STONE
COMPACTION. (15.221 [21)
D'BOX TO BE WATER -TESTED FOR LEVELNESS
MA q r
A ( SLOPE) ( SLOPE) (_1_X SLOPE)
APPROVED DATE BOARD OF HEALTH
FOUNDATION- 11 -SEPTIC TANK 3' D' BOX 10' -
LEGEND-
EGEND99
99-
EXISTING CONTOUR
+ 99.1
EXIST. SPOT ELEV.
99
PROPOSED CONTOUR
99
PROPOSED SPOT EL.
THI
PROP. I
-''1 --+ 9.9
TEST HOLE
2�7
SLOPE OF GROUND
CQ-)
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAN9NG
02-340
NOTE: FLOOOZONE DESIGN FOUNDATION BY OTHERS.
FINAL GRADING TO BE IN ACCORDANCE WITH FEMA FLOODZONE REGULATIONS
SAS DETAIL
1"=20'
0
N
LOT 11
\+ 13,111± SC. rt.
_0.301 ACES
\ r
TH 1
1
C^ \ `012'lNc �
Y\ \�
\ 10.0
y
�n00 `I NF
yy
10. R
2'
.
1
+ 10.4
PROP. DWEWNG
TOP FNDN.
ELEV. 13.0
METER PIT
+ 10.3
+ 10.3
GARAGE
NOTE: INVERT INTO SAS IS BELOW THE
CRAWLSPACE FLOOR ELEVATION
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H -1Q
5. PIPE JOINTS TO BE MADE WATERTIGHT.
10.0' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
310 CMR 15.000 (TITLE V.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE.
1-a8.7' 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
5.0' 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.
USE ADJ. GROUNDWATER AT EL. 3.7'*
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
_LEACHING LEACHING FACILITY.
FACILITY
- _ - - 12. EXISTING SEPTIC SYSTEM SHALL BE PUMPED AND
REMOVED
*NOTE: OBSERVED GROUNDWATER ELEVATIONS IN ALL 13. ALL ROOF RUN-OFF TO BE INFILTRATED INTO
TEST HOLES WERE WITHIN 3 INCHES. GROUNDWATER IN THIS AREA DRYWELLS
CAN BE INFERRED TO BE AFFECTED BY NEARBY NANTUCKET SOUND
(GROUNDWATER ADJUSTMENT DATA FOR 2002 HOLES ARE NOT
INDICATIVE OF REALISTIC HIGH GROUNDWATER ELEVATIONS)
ELEV. s 10.0
FILL
10.5' 0"
,
za.00
FILL
o
i
5"
t 9.1
PROP. I
-''1 --+ 9.9
J
DECK I
Ila
, I
SL
n I --------
fo.s
EB FND I
1
TH 2
2.5Y 7/1
10YR 2/1
i
��Po/ N
EXIST.
4"
LFS
o,
IQ
E
FND + 9J
123.08'}
I
+ 10.3
+ 10.3
GARAGE
NOTE: INVERT INTO SAS IS BELOW THE
CRAWLSPACE FLOOR ELEVATION
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H -1Q
5. PIPE JOINTS TO BE MADE WATERTIGHT.
10.0' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
310 CMR 15.000 (TITLE V.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE.
1-a8.7' 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
5.0' 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.
USE ADJ. GROUNDWATER AT EL. 3.7'*
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
_LEACHING LEACHING FACILITY.
FACILITY
- _ - - 12. EXISTING SEPTIC SYSTEM SHALL BE PUMPED AND
REMOVED
*NOTE: OBSERVED GROUNDWATER ELEVATIONS IN ALL 13. ALL ROOF RUN-OFF TO BE INFILTRATED INTO
TEST HOLES WERE WITHIN 3 INCHES. GROUNDWATER IN THIS AREA DRYWELLS
CAN BE INFERRED TO BE AFFECTED BY NEARBY NANTUCKET SOUND
(GROUNDWATER ADJUSTMENT DATA FOR 2002 HOLES ARE NOT
INDICATIVE OF REALISTIC HIGH GROUNDWATER ELEVATIONS)
ELEV. s 10.0
FILL
10.5' 0"
(NGVD)
9.5'
FILL
2"
FILL
5"
t 9.1
A
-''1 --+ 9.9
N
I
I PROPOSED
Ila
, I
SL
LS
EB FND I
DRIVE.
TH 2
2.5Y 7/1
10YR 2/1
7"
4"
LFS
28"
IQ
E
-
' �
E
I
LS
PERC
LS
O
15"
10YR 5/2
9"
10YR 5/2
Bw
I >
ry
170
LS
LS
28"
1OYR 5/6
"
1OYR 5/6
jo
Cl "
C1 -
e
LFS
w
LFS
C)
2.5Y 6/4
46"
2.5Y 6/4
O
I
W
1
9.3
q
ui+
I
-
I
I
I
EV
co
'3
3
PROVIDE APPROX. 60' OF 40
MIL LINER AT 5' OFF PORTION
,-
R
I
OF PERIMETER OF SAS. TOP
+ 10.1
I
AT ELEV. 10, BOTTOM AT EL.
ONC. BOUND
6
I
F 9.4
11.6
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND, TO MEET
SPECIFICATIONS OF 310 CMR 15.255(3)
ZONING SUMMARY
ZONING DISTRICT: R-25
MIN. LOT SIZE 25,000 S.F.
MIN. LOT FRONTAGE 150'
MIN. FRONT SETBACK 30'
MIN. SIDE SETBACK 15'
MIN. REAR SETBACK 20'
MAX. LOT COVERAGE: 25%
PROP. LOT COVERAGE: 24.3% (INCLUDES ALL DECK
AND ACCESS STAIRS)
OWNER OF RECORD
FRANCIS AND DIANNE CLORAN
36 NOTTINGHAM DRIVE
KINGSTON, MA
REFERENCES
CTF 138794
LCP 18413-D (LOT 11)
TEST HOLE LOGS
ENGINEER: RICK JUDD, RS
WITNESS: AMY VON HONE, RS
DATE: 11/20/02
PERC. RATE = < 2 M'N/INCH
CLASS ---i-SOILS
ELEV ELEV
O"
FILL
10.5' 0"
A
9.5'
FILL
2"
FILL
5"
A
6
A
SL
LS
FS
1OYR 2/1
2.5Y 7/1
10YR 2/1
7"
4"
LFS
28"
2.5Y 5/6
E
E
LS
PERC
LS
C
15"
10YR 5/2
9"
10YR 5/2
Bw
Bw
LS
LS
28"
1OYR 5/6
8.2' 25"
1OYR 5/6
7.4'
Cl "
C1 -
PERC
LFS
LFS
5B"
2.5Y 6/4
46"
2.5Y 6/4
ADJ WATER C2 4.8, ,�gTR 5.0'
OBS. WATER 96 _FS 2.5 " QB� 2.75
5Y 6/6
104" 2.5Y 6/3 1.8' 92" 2. 1.8'
GROUNDWATER ADJUSTMENT DATA:
WELL: MIW 29
ZONE: A
ADJ: 2.3'
LOCUS
NOT TO SCALI
ASSESSORS M
LOCUS IS WTI
A9 ELEV. 10 1
ON COMMUNIT
JULY 2, 1992
TEST HOLE
ENGINEER: ARNE H. OJ,
WITNESS: AMY VON HOI
DATE: 5/14/09
PERC. RATE _ < 2 M
CLASS I SOILS
3 ELEV.
0" 10.1'
4"
FILL
A
SL
10YR 2/1
6
E
FS
12"
2.5Y 7/1
_
B
LFS
28"
2.5Y 5/6
7.7'
PERC
M1
C
v1 LFS
JwATE 3.7'
90" 2.6'
2.5Y 5/6
120" 0_1' 1
T I T L kE
GROUNDWATER ADJUSTM
WELL: MIW 29
ZONE: A
ADJ: 1.1'
60 PARKWOOD
SOUTH YARM
PREPARED FOR
M/M FRANCIS C
JULY 15, 2009
varmouth Health Department AUGUST 5, 2009 (SEF
APPROVED REV DEC. 16, 2009 (LES'
_G_._w.
_ 0 10 20 30 40
OF 04gS
DP.NIEI_ ��m
A. off 50
OJALA N I fax 50
No. 40980 down(
down cape engineej
'°Sr-
SUR
civil eY
land su
DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte
YARMOUTHPORT MA