HomeMy WebLinkAbout83-1860SYSTEM
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 FLOOR ELEVAI
LEACHING:
15'
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)
ACCESS STAIRS)
APPROVED
, MA
DATE BOARD OF HEALTH
LEGEND-
EGEND99
99-
EXISTING CONTOUR
+ 88.I
EXIST. SPOT ELEV.
150'
PROPOSED CONTOUR
s9
PROPOSED SPOT EL.
TH1
SIDE SETBACK
15'
TESTIHOLE
2�
SLOPE OF GROUND
�Q>
UTILITY POLE
A
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
02-340
PROVIDE WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
12.0' MINIMUM .75' fOF COVER OVER PRECAE
PRECAST H-10
RISERS (TYPJ r
z•m 1
SYSTEM PROFILE
(NOT TO SCALE)
4"•SCH40 PVC
PIPES LEVEL 1ST 2'
U l0' 14; -
jQ,Q6' TEE 1500 GAL H-10 TEE 9 81,
SEPTIC TANK u 6 MIN. SUMP
4' LIG. LEVEL o 00000a000QooVoc 12 MIN. INT. DIM. o
GAS BAFFL 0 00°0°0°0°0°0 0° 9,
ACME OR EQUAL ° °0°02o°o°c°o o�
9.78' 9.61'
gags
0000000000000000000000oc
O O O o O 0 O 0 O O O C
0 0 0,0„0„0 0� 0�0 0 0„0,
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2n
D'BOX TO BE WATER -TESTED FOR LEVELNESS
(_L5_X SLOPE)
FOUNDATION.- 11' - SEPTIC TANK
(_% SLOPE)
- 3' -
NOTE: FLOOOZONE DESIGN FOUNDATION BY OTHERS.
FINAL GRADING TO BE IN ACCORDANCE WITH FEMA FLOODZONE REGULATIONS
SAS DETAIL
1"=20'
- D' BOX
(_1X SLOPE)
- 10' -
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE, MEANS FOR FUTURE LOCATION.
PROVIDE INSPECTION PORT TO WITHIN 3. OF FINAL GRADE
2% SLOPE REQUIRED OVER SYSTEM / 11' - 12'
2" PEASTONE OR GEOTEXTILE
FILTER FABhIb OVER STONE
10.0'
HIGH CAPACITY • INFILTRATORS
TO DOUBLE WASHED STONE
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)
CONC. BOUND
ELEV. 10.0
(NGVD)
-1- 9.1
I
9,9 .. pGCp1 1 PROPOSED
CB FNP DRIVE.
176.56' 10.9 TH 2 1
x
* 10.2 N �i
11, LOT 11 A) N - I o< O
+ 13,111± SQ. FT. o �.�
\ 0.30± ACRES ro --_� I Of Q4
\ \�•�• _-\\ rrr--- II 111 56..24.00' _ '� I > r`.
\ \+ 1\ 3 \;�r_'_
w• I + 10.3 1p fr
\ \
1\TM 1 +10.0 ' 10
+10.4 m
p \\ \ `0 SnNO `1\ PROP. DWELLING Ij + 10.3 1
G� \ ` R �\ ` 10.0 + 9 TOP FNDN. I GARAGE I 0
q0 SHED ELEV. 13.0 1 0 1Li
9L \ \`\ f� \ EXIST.
A
+ 9. WATER METER PIT 1 00 9.3
\ p \ �O \ F 24. c VIII 1 r�
90 1 I �J
O \ \ \ + + .1 I
O \ p
V \ p \\ X0311 > 0 213.00 _
COO
d \ d 1 PROP. 1
DECK I
2+ 05 v / I 000 ' 3 I PROVIDE APPROX. 60' OF 40
,
MIL LINER AT 5' OFF PORTION
0 4�� �-. ? I OF PERIMETER OF SAS. TOP
O N G �� O+ - + 10.1 AT ELEV. 10, BOTTOM AT EL.
p
O Q`�.r�' io EXIST. DWELL.ONC. BOUND 1 6
\ 1103 O/ / 1 23.08' - + 9.4
\ C FND 11.6
\ t 9.7
1
X+ 9.
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
NOTE: INVERT INTO SAS IS BELOW THE AROUND PERIMETER OF LEACHING FACILITY,
CRAWLSPACE FLOOR ELEVATION - - - - --DOWN TO SUITABLE SOIL LAYER. REPLACE
/ NTH CLEAN MED. SAND, TO MEET
SPECIFICATIONS OF 310 CMR 15.255(3)
2',j MUNICIPAL WATER IS EXISTING
3 MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4 DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
T BE AASHO H-14
5 PIPE JOINTS TO BE MADE WATERTIGHT.
6 CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
3 0 CMR 15.000 (TITLE V.)
7 THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
B USED FOR LOT UNE STAKING OR ANY OTHER
PURPOSE.
fL PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9 COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
THOUTINSPECTION 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
P IOR TO COMMENCEMENT OF WORK.
1 . ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
R MOVED 5' BENEATH AND AROUND THE PROPOSED
L ACHING FACILITY,
1 . EXISTING SEPTIC SYSTEM SHALL BE PUMPED AND
REMOVED
13. ALL ROOF RUN-OFF TO BE INFILTRATED INTO
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%
A
PROP. LOT COVERAGE: 24.3%
(INCLUDES ALL DECK
AND
ACCESS STAIRS)
ELEV.
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 MIN/INCH
CLASS I SOILS
ELEV ELEV
GROUNDWATER ADJUSTMENT DATA:
WELL: MIW 29
ZONE: A
ADJ: 2.3'
-
�
DATE DANIEL A. OJALA, P.E., P.L.S.
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 25 PARCEL 126
LOCUS IS WITHIN FEMA FLOOD ZONE
A9 ELEV. 10 (PORTION OF LOT IN B)
ON COMMUNITY PANEL #250015 0006 D
JULY 2, 1992
TEST
HOLE LOGS
4
ENGINEER: ARNE
0"
Scale: 1 "= 20'
10.5' 0"
0 10 20
9.5'
FILL
FILL
5"
2"
PERC. RATE
A
down cope
A
CLASS 1 SOILS
civil engineers
SL
ELEV.
LS
011
02-340.DWG(
1OYR 2/1
10YR 2/1
FILL
7"
FILL
4"
A
E
E
SL
LS
LS
15"
1OYR 5/2
9"
1OYR 5/2
1OYR 2/1
Bw
Bw
g'
LS
E
LS
28"
1OYR 5/6
8.2' 25"
10YR 5/6
7.4'
C1
12"
C1
PERC
LFS -
LFS
56-
2.5Y 6/4
46"
2.5Y 6/4
B
ADJ WATER
OBS. WATER 96"
104"
5.0'
2.75'
1.8'
C2
FS
2.5Y 6/3
4.8'
2.5'
1.8' 92"
SAIER
LFS
2.5Y 6/6
GROUNDWATER ADJUSTMENT DATA:
WELL: MIW 29
ZONE: A
ADJ: 2.3'
-
�
DATE DANIEL A. OJALA, P.E., P.L.S.
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 25 PARCEL 126
LOCUS IS WITHIN FEMA FLOOD ZONE
A9 ELEV. 10 (PORTION OF LOT IN B)
ON COMMUNITY PANEL #250015 0006 D
JULY 2, 1992
GROUNDWATER ADJUSTMENT DATA:
WELL: MIW 29
ZONE: A
ADJ: 1.1'
OF
60 F'AHK\N000 HUHU
SOUTH YARMOUTH
PREPARED FOR
M/M FRANCIS CLORAN
ELEV.
10.4'
3.6'
2_5'
0.4'
JULY
TEST
HOLE LOGS
2009 (SEPTIC)
ENGINEER: ARNE
H. OJALA, PE, SE
Scale: 1 "= 20'
WITNESS: AMY VON HONE, RS
0 10 20
30 40 50 FEET
DATE: 5/14/09
off 508-362-4541
fax 508-362-9880
PERC. RATE
_ < 2 MIN/INCH
down cope
engineering, MC.
CLASS 1 SOILS
civil engineers
Q
ELEV.
4
011
02-340.DWG(
10,1' 0"
4„
FILL
4'
FILL
A
A
SL
SL
1OYR 2/1
1OYR 2/1
6"
g'
E
E
FS
FS
12"
2.5Y 7/1
12"
2.5Y 7/1
B
_
_
B
LFS
LFS
28"
2.5Y 5/6
7.7' 42"
2.5Y 5/6
PERC ®
C
C
LFS
LFS
J��
3.7'
J. WATER -
S.__WATE
2.6' 94"S.
V TER -
90"
2.5Y 5/6
2.5Y 5/6
120"
0_1' 120"
GROUNDWATER ADJUSTMENT DATA:
WELL: MIW 29
ZONE: A
ADJ: 1.1'
OF
60 F'AHK\N000 HUHU
SOUTH YARMOUTH
PREPARED FOR
M/M FRANCIS CLORAN
ELEV.
10.4'
3.6'
2_5'
0.4'
JULY
15, 2009
AUGUST 5,
2009 (SEPTIC)
REV DEC. 16,
2009 (LESS FILL)
Scale: 1 "= 20'
0 10 20
30 40 50 FEET
off 508-362-4541
fax 508-362-9880
downcope.com
down cope
engineering, MC.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
02-340.DWG(
I , s4)kI L -AI. nrr.'l
DAT✓ry //�
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)
APPROVED
, MA
DATE BOARD OF HEALTH
LEGEND-
EGEND99
99-
EXISTING CONTOUR
+ 99.1
EXIST. SPOT ELEV.
99
PROPOSED CONTOUR
99
PROPOSED SPOT EL.
TH1
SIDE SETBACK
15'
TEST HOLE
2�
SLOPE OF GROUND
CQ-)
UTILITY POLE
rr
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
SAS DETAIL
1"=20'
02-340
PROVIDE WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
12.0' MINIMUM .75'+0F COVER OVER PRECA;
PRECAST 8-10
RISERS (TYP.)
z•m
SYSTEM PROFILE ALL SYSTEM SHALL
MARKED WITHCOMPONENTS MAGNETIC TAPE OR BE
(NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE
2% SLOPE REQUIRED OVER SYSTEM / 11' - 12'
4"0SCH40 PVC
PIPES LEVEL IST 2'
2" PEASTONE OR GEOTEXTILE
FILTER FABI�I� OVER STONE
to, la"
10.0'
' TEE 1500 GAL H-10 TEE '
10.06 SEPTIC TANK 9.81 0c000o _00000 c0°� 6" MIN. SUMP
4' LIQ. LEVEL o 0°0°0°0°000° °c 12" MIN. INT. DIM.
GAS BAFFLE -_0. 000000
ACME OR EQUAL 0 000000000000 0°
9.78' 9.61' �8 0.63'
uO ,O O :o, o. ; O •o. O o ,o iC o B.T
000000000000 0 0 0 0 0 0 HIGH CAPACITY H-20 INFILTRATORS
000000°000°0°0°0°0C
6" CRUSHED STONE OR MECHANICAL 3/4" TO 1 1/2- DOUBLE WASHED STONE
COMPACTION. (15.221 [2]) 5.0'
D'BOX TO BE WATER -TESTED FOR LEVELNESS
USE ADJ. GROUNDWATER AT EL. 3.7'*
('-•"x SLOPE) (--l.% SLOPE) (� SLOPE)
FOUNDATION- 11' - SEPTIC TANK 3' D' BOX 10' 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 SOUP
(GROUNDWATER ADJUSTMENT DATA FOR 2002 HOLES ARE NOT
INDICATIVE OF REALISTIC HIGH GROUNDWATER ELEVATIONS)
NOTE: FLOODZONE DESIGN FOUNDATION BY OTHERS.
FINAL GRADING TO BE IN ACCORDANCE WITH FEMA FLOODZONE REGULATIONS
�k
li. LOT 11
\+ 13,111± SQ. FT.
\ -0.301 ACRES
\ � � •_•tet ,\
TH 1
O \\ �\`
9L \
O \ >
O \ o
0
d \0
FriSTN \\ /
SFR h\ " 10.0
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 -1,Q
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 do 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)
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 PARCEL 126
LOCUS IS WITHIN FEMA FLOOD ZONE
A9 ELEV. 10 (PORTION OF LOT IN 8)
ON COMMUNITY PANEL #250015 0006 D
JULY 2, 1992
TEST HOLE LOGS TEST HOLE LOGS
ENGINEER: RICK JUDD, RS ENGINEER: ARNE H. OJALA, PE, SE
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. ELEV. ELEV. ELEV.
0„ ;4 10.5' p" Q 9_5' 0„ 4 10.1' 0" 4 10.4'
5" FILL 2" FILL 4„ FILL 4" FILL A A A A
CONC. BOUND SL LS SL SL
ELEV. - 10.0 10YR 2 10YR 2 1 1
(NGVD) 7„ / 4„ / 1OYR 2/1 1OYR 2/1
t 9.1 g 6„
I E
404--+ 9.9
9'9 mot I PROPOSED LS LS E E
CB FN� DRIVE. FS FS
176.56' TH 2 " 1OYR 5/2 g" 10YR 5/2
1o.9 ® I 15 - 12" 2.5Y 7/1 12" 2.5Y 7/1
Bw Bw e
N N -- 1 o p LS LS LFS
N LFS
28"
28" 1OYR 5/6 8.2' 25" 10YR 5/6 7.4' 28" 2.5Y 5/6 7.7' 42° 2.5Y 5/6 6.9'
Imo---- It v 24.00' _ I Q
�• i + 10.3 p 1 Cof 7 PERC F C1
FLFS LFS PERC ® C C
+ 10.0 1 1 o , LFS LFS
+ 10.4 i + 1a.3 a " 2.5Y 6/4 46" 2.5Y 6/4 J�ATE 3, 7' J� 3.6'
PROP. DWELLING I g w ,�
+ 9 TOP FNDN. = I GARAGE o i o r1. ADJ WATER C2 4.8' R 5 0 2.6' 2.5'
SHED ELEV. 13.0' 1 n „ 90" S._W(ATE 94„ S. -ALTS
+ 9. EXIST, i W 1 OBS. WATER 96 FS 2.5 , n 2.5Y 2.75' 2.5Y 5/6 2.5Y 5/6
WATER METER PIT ,
6.0 _ 24 s.3 q 104 2.5Y 6/3 1.8 92 1.8' 120" 0_1' 120" 0_4
I
+
b 26.00 _ _ _ 3- _ I �1 GROUNDWATER ADJUSTMENT DATA: GROUNDWATER ADJUSTMENT DATA:
o I
WELL: MIW 29 WELL: MIW 29
�
r DECK i I ZONE: A ZONE: A
n I __ Q Q Q '3 PROVIDE APPROX. 60' OF 40 ADJ: 2.3' ADJ: 1.1'
10,5 0 1 MIL LINER AT 5' OFF PORTION
�` I OF PERIMETER OF SAS. TOP
+10.1 AT ELEV. 10, BOTTOM AT EL.
INV EXIST. DWELL. ONC. BOUND 6
II
0 123.08' + 9.a
FND11.6 N
+ 9.7
TITLE ITIFLAN
9.
5' REMOVAL OF UNSUITABLE SOIL REQUIRED OF
NOTE: INVERT INTO SAS IS BELOW THE AROUND PERIMETER OF LEACHING FACILITY,
CRAWLSPACE FLOOR ELEVATION - - - DOWN SUITABLE SOIL. LAYER. REPLACE - - - P -� W ®O D ROAD
WITH CLEAN MED. SANDND, MI MEET
SPECIFICATIONS OF 310 CMR 15.255(3) SOUTH YARMOUTH
OJALA
CIVIL
No. 46502
DANIEL
A.
OJALA
No. 40980
DATE DANIEL A. OJALA, P.E., P.L.S.
PREPARED FOR
M/M FRANCIS CLORAN
JULY 15, 2009
AUGUST 5, 2009 (SEPTIC)
REV DEC. 16, 2009 (LESS FILL)
Scale:1 "= 20'
0 10 20 30 40 50 FEET
off 508-362-4541
fax 508-362-9880
downcope.com
dorm cape engineering, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
I IT I.
02-340.DWG(SBO)
off;'