HomeMy WebLinkAbout25.126 - Title 5 Site PlanSYSTEM 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)
MA
APPROVED DATE BOARD OF HEALTH
LEGEND
- 99 -
EXISTING CONTOUR
+ sv.1
EXIST. SPOT ELEV.
99
PROPOSED CONTOUR
99
PROPOSED SPOT EL.
TH1
SIDE SETBACK
15'
TEST HOLE
2�-_
SLOPE OF GROUND
COQ
UTILITY POLE
25%
FIRE HYDRANT
NOTE NOT ALL SYMBOLS MAY APPEAR IN DRANING
SAS DETAIL
1' = 20'
02-340
PROVIDE WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
12.0' MINIMUM .75'+OF COVER OVER PRECA�
PRECASTH-10
RISERS <TYP,)YPJ I
z'm
SHALL
SYSTEM PROFILEALL SYSTEM MARKED WITHCOMPONEMAGNETIC TAPE OR BE
(NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
1PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE
2% SLOPE REQUIRED OVER SYSTEM / 11' - 12'
4"OSCH40 PVC
PIPES LEVEL 1ST 2'
U 10' 14"
1 Q,06' TEE 1500 GAL H-10 TEE 9 81
SEPTIC TANK u 6" MIN. SUMP o0
4' LID. LEVEL ° °°° ° ° ° °� °� 12' MIN. INT. DIM. o g
ACME OR EQUAL GAS BAFFL o o°o°o°o°o°o° °c
9.78'° ° 9.61'
0o25�'b
000000000000o0Qo000000oc
O0O�O�O�0�0o0� O0O�
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
D'BOX TO BE WATER -TESTED FOR LEVELNESS
(1_5r SLOPE)
FOUNDATION- 11' - SEPTIC TANK
(__1_% SLOPE)
- 3' -
NOTE: FLOODZONE DESIGN FOUNDATION BY OTHERS.
FINAL GRADING TO BE IN ACCORDANCE WITH FEMA FLOODZONE REGULATIONS
-� 10.2
il. LOT 11
+ 13,111± SQ. FT.
\ x_0.30± ACRES
5
L3 �
\ `
TH 1
no
�eksT/Nc Y1�
10.0
Y+1
ROP. DWELLING
TOP FNDN. _
ELEV. 13.0'
METER PIT - 1
'7 +
o 28.00
L i
I � 1 PROP.
W / DECK I
10,5 1
O / Y
O/
123.08'
END + 9.7
(-l-% SLOPE)
- 10' -
2" PEASTONE OR GEOTEXTILE
FILTER FABi21E OVER STONE
10.0'
INFILTRATORSHIGH CAPACITY H-20 • DOUBLE •
USE ADJ. GROUNDWATER AT EL. 3.7'*
_LEACHING
FACILITY
*NOTE: OBSERVED GROUNDWATER ELEVATIONS IN ALL
TEST HOLES WERE WITHIN 3 INCHES. GROUNDWATER IN THIS AREA
CAN BE INFERRED TO BE AFFECTED BY NEARBY NANTUCKET SOUND
(GROUNDWATER ADJUSTMENT DATA FOR 2002 HOLES ARE NOT
INDICATIVE OF REALISTIC HIGH GROUNDWATER ELEVATIONS)
CONIC. BOUND
ELEV. - 10.0
(NGVD)
Z�X-+ 9.9 ,
TH 2
+ 10.3 �p
i
1 + 10.3
GARAGE
NOTE: INVERT INTO SAS IS BELOW THE
CRAWLSPACE FLOOR ELEVATION
11.6
3
:011
t 9.1
B"FNn.� PROPOSED
DRIVE.
I
,d q
Q Q
I� 0
Iw
> r��l
I O V
10
�LU
o to
co I �y
9.3
I3 q
t^
I �
I W
I co
NOTES
1. DATUM IS NGVD
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H -LQ
5. PIPE JOINTS TO BE MADE WATERTIGHT.
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 UNE 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. ALL ROOF RUN-OFF TO BE INFILTRATED INTO
DRYWELLS
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 DECKS
AND
ACCESS STAIRS)
DATE: 5/14/09
OWNER OF RECORD
FRANCIS AND DIANNE CLORAN
36 NOTTINGHAM DRIVE
KINGSTON, MA
REFERENCES
CTF 138794
LCP 18413-D (LOT 11)
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 25 F
LOCUS IS WITHIN FEMI
A9 ELEV. 10 (PORTIO±`
ON COMMUNITY PANEL
JULY 2, 1992
PROVIDE APPROX. 60' OF 40
MIL LINER AT 5' OFF PORTION
OF PERIMETER OF SAS. TOP
- 10.1 1 AT ELEV. 10, BOTTOM AT EL.
6
5.4
5' REMOVAL DF UNSUITABLE SOIL REQUIRED
AROUND PERMETER OF LEACHING FACILITY.
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN WED. SAND, TO MEET
SPECIFICA710TIS OF 310 CMR 15.255(3)
GROUNDWATER ADJUSTMENT DATA:
WELL: MIW 29
ZONE: A
ADJ: 2.3'
DATE DANIEL A. OJALA; P.E.. P.L.S.
GROUNDWATER ADJUSTMENT DAl
WELL: MIW 29q
ZONE: A "
ADJ: 1.1'
I DEC 1 (
TITLE F
OF
60 PARKWOOD RC
SOUTH YARMOU-
PREPARED FOR
M/M FRANCIS CLOR
UGUST 5, 2009 (SEPT
REV DEC. 16, 2009 L
0 10 20 30 40 50 FEE
I off 508-362-4:
fax 508-362-98
downcope.com
r/own cape engineering, it
civil enginee,
land surveyo,
939 Main Street ( Rte 6A)
YARMOUT14PORT MA 026:
TEST HOLE LOGS
TEST HOLE LO
ENGINEER: RICK JUDD, RS
ENGINEER: ARNE H. OJALA, PE,
WITNESS: AMY VON HONE, RS
WITNESS: AMY VON HONE, RS
DATE: 11/20/02
DATE: 5/14/09
PERC. RATE _ < 2 MIN/INCH
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
CLASS SOILS
ELEV.
4
Q
ELEV.
F� ELEV.
0"
10.5' 0"
9.5'
0„
10.1'
5"
FILL 2"
FILL
FILL
4„
4"
A
A
A
SL
LS
SL
10YR 2/1
10YR 2/1
10YR 2/1
7"
4
6"
6„
E
E
LS
LS
E
15"
10YR 5/2 g"
10YR 5/2FS
-
12"
2.5Y 7/1 12"
Bw
Bw
B
LS
LS
LFS
28"
10YR 5/6 8.2' 25"
10YR 5/6
7.4'
28"
2.5Y 5/6 7.7' 42"
C1
C1
PERC
LFS
LFS
PERC
C
LFS
2.5Y 6/4 46"
2.5Y 6/4��
3.7'
ADJ WATER
C2 4.8'
SWAMR
5.0'
90"
-
2.6 94„OBS.
96"
WATER2.5Y
FS 2.5'
S: WASf2.17,5'
s,�TE
104"
2.5Y 6/3 1.8' 92"
25Y 6/68'
120"
5/6
0.1' 120"
PROVIDE APPROX. 60' OF 40
MIL LINER AT 5' OFF PORTION
OF PERIMETER OF SAS. TOP
- 10.1 1 AT ELEV. 10, BOTTOM AT EL.
6
5.4
5' REMOVAL DF UNSUITABLE SOIL REQUIRED
AROUND PERMETER OF LEACHING FACILITY.
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN WED. SAND, TO MEET
SPECIFICA710TIS OF 310 CMR 15.255(3)
GROUNDWATER ADJUSTMENT DATA:
WELL: MIW 29
ZONE: A
ADJ: 2.3'
DATE DANIEL A. OJALA; P.E.. P.L.S.
GROUNDWATER ADJUSTMENT DAl
WELL: MIW 29q
ZONE: A "
ADJ: 1.1'
I DEC 1 (
TITLE F
OF
60 PARKWOOD RC
SOUTH YARMOU-
PREPARED FOR
M/M FRANCIS CLOR
UGUST 5, 2009 (SEPT
REV DEC. 16, 2009 L
0 10 20 30 40 50 FEE
I off 508-362-4:
fax 508-362-98
downcope.com
r/own cape engineering, it
civil enginee,
land surveyo,
939 Main Street ( Rte 6A)
YARMOUT14PORT MA 026: