HomeMy WebLinkAbout97 South Sea Avenue Septic System Design1500 GAL H-10 H-10 PUMP CHAMBER..
'r SEPTIC TANK WATERTIGHT AND
WATERTIGHT AND FACTORY WATERPROOFED
FACTORY WATERPROOFED
6- CRUSHED STONE OR
COMPACTED BASE
LOCUS MAP PROFILE: NOT TO SCALE
1RR1GAT1
GENERAL
NOTES:
FACILITY TO BE REMOVED FOR A DISTANCE OF 5'
AROLirJD AND REPLACED WITH SAND IN ACCORDANCE
MIN. 2' OF
1.
FIRST 2' TO
G
OF THE SEWAGE DISPOSAL SYSTEM ONLY,
z
""•
eGur£2e ,I %/
ACCESS COVERS MUST BE W; THIN
BE LEVEL
SET. SEE SITE PLAN.
2x IB• MIN
6' OF FINISH GRADE
TEE
149 C.F. x62.4 r7C.F. - 9287*• H-10 TANK.- 11480. OK
_
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
C.F.
115 C.F. x 62.4 */C.F. - 7173*. H-10 TANK - 8240. OK
CONFORM TO MASS. D.E.P. TITLE 5AND LOCAL
PUMP ,YSTE/d NOTES
103.72
BOARD OF HEALTH REGULATIONS.
I i
4.
ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
OR EJUA_ -
SI/TdrE$ WEEP
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
!03.72
2, THE :'UM? sNA11 START AND STOP AT THE ELEVATIONS SHOW)'.
'
4• DIAM PIP
?' SCH 40 0 103..
PV C
STAt.'DING H-20 WHEEL LOADS.
a. \
• .•i�-K, GtrliS�,
� 99.45
103.
99. 15
PUMP DISCHARGE SHALL BE 2 INCHES. PUMP SHOULD BE ABLE TO
..�� -
�.•,,. �. \
!00.01
1
9 99.4
3 OUTLET
6.
S r - TANK. PUMP CHAMBER AND D-5OX SHALL BE
.7 eAFFLE
D -BOX
REilo-ORCED PRECAST CONCRETE. WATERTIGHT AND
\off 60'
.INDEX WELL M1W 29. ZONE A
4"TEPPROOF.. D -BOX SHALL BE WATER TESTED TO
1500 GAL H-10 H-10 PUMP CHAMBER..
'r SEPTIC TANK WATERTIGHT AND
WATERTIGHT AND FACTORY WATERPROOFED
FACTORY WATERPROOFED
6- CRUSHED STONE OR
COMPACTED BASE
LOCUS MAP PROFILE: NOT TO SCALE
1RR1GAT1
GENERAL
NOTES:
FACILITY TO BE REMOVED FOR A DISTANCE OF 5'
AROLirJD AND REPLACED WITH SAND IN ACCORDANCE
MIN. 2' OF
1.
THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
G
OF THE SEWAGE DISPOSAL SYSTEM ONLY,
z
2.
VERTICAL DATUM IS ASSUMED. FOR BENCHMARKS
n
0
SET. SEE SITE PLAN.
2x IB• MIN
J.
ALL CONSTRUCTION METHODS AND MATERIALS AND
149 C.F. x62.4 r7C.F. - 9287*• H-10 TANK.- 11480. OK
_
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
C.F.
115 C.F. x 62.4 */C.F. - 7173*. H-10 TANK - 8240. OK
CONFORM TO MASS. D.E.P. TITLE 5AND LOCAL
PUMP ,YSTE/d NOTES
103.72
BOARD OF HEALTH REGULATIONS.
INFILTRATOR DOUBLE WASHED STONE
4.
ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
OR EJUA_ -
SI/TdrE$ WEEP
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
HOLE
2, THE :'UM? sNA11 START AND STOP AT THE ELEVATIONS SHOW)'.
THAN 3IN DEPTH SHALL, BE CAPABLE OF WITH-
80T70M LEACH CHAMBER:
' PLOP ON VAL VC � YAI YF
STAt.'DING H-20 WHEEL LOADS.
5•DfhxW
5.
ALL ..EWER PIPE SHALL BE SCHEDULE 40 OR
PUMP DISCHARGE SHALL BE 2 INCHES. PUMP SHOULD BE ABLE TO
- 1 PWP191
a uIP
APPr'E:) EO.:AL.
95.0
6.
S r - TANK. PUMP CHAMBER AND D-5OX SHALL BE
4. .THE ALARM SHALL START AT THE ELEVATION SHOWN AND BE
PUMP DE TAI L .NOT TO SCALE
REilo-ORCED PRECAST CONCRETE. WATERTIGHT AND
\off 60'
.INDEX WELL M1W 29. ZONE A
4"TEPPROOF.. D -BOX SHALL BE WATER TESTED TO
S. AN ELL'CTRICAL PERMIT MUST BE. OBTAINED FOR THIS INSTALLATION.
s
CHECK; FOR LEVEL WHEN THERE IS MORE .THAN ONE
A
OUTLET.
a
'
BM CBxDH FNH
7. -.
BEFORE CONSTRUCTION CALL 'DIG -SAFE'.
EL -)02.23
1 -8 -3 -DIG -SAFE AND THE LOCAL WATER DEPT.
FOR LOCATION OF UNDERGROUND UTILITIES.
6.
EX i!?G CESSPOOLS TO BE PUMPED DRY AND
\
BAC'),-ILLEO.
EXISTING $As \Y,
9.
ALL v'ISUITABLE MATERIAL (A A B HORIZONS)
'fOW T E INVERT OF THE LEACHING
ENCOL,.7_REDBEL H
9' MINIMUM COVER
FACILITY TO BE REMOVED FOR A DISTANCE OF 5'
AROLirJD AND REPLACED WITH SAND IN ACCORDANCE
MIN. 2' OF
WITrf TITLE 5.
100.0`
G
10. EXISTING INVERT AT THE DWELLING MAY NEED TO
99.7
1;;4.5 MIN
5�\0\lp
BE RELOCATED TO THE ELEVATION SHOWN.
0
BOUYANCY CALCULATIONS:
2x IB• MIN
SEPTIC T.a"Li:DISPLACEMENT- 197.7-95.21 x 10 5 x 5.67 - 149
C.F.
149 C.F. x62.4 r7C.F. - 9287*• H-10 TANK.- 11480. OK
_
PUMP CHAMBER: DISPLACEMENT - (97.7-94.9) x 8.5 x 4.83 - 115
C.F.
115 C.F. x 62.4 */C.F. - 7173*. H-10 TANK - 8240. OK
3/4 1 1/2' DIA.
PUMP ,YSTE/d NOTES
103.72
1. PCN? '0 BE MYERS RESIDENTIAL SEWAGE PUMP MODEL SRM4 PVC INLET
INFILTRATOR DOUBLE WASHED STONE
INVERT CUT DIST. BOX:
MERCURY FLOAT
OR EJUA_ -
SI/TdrE$ WEEP
INVERT IN LE.:C.y CHAMBER:
HOLE
2, THE :'UM? sNA11 START AND STOP AT THE ELEVATIONS SHOW)'.
ALARM ON _-
4•
80T70M LEACH CHAMBER:
' PLOP ON VAL VC � YAI YF
J. THE SHALL BE INSTALLED. IN STRICT'CONFORMANCIT WI(H
5•DfhxW
THE MANUFACTURER'S SPECIFICATIONS AND TITLE V REGULATIONS.
PLOP OFF
PUMP DISCHARGE SHALL BE 2 INCHES. PUMP SHOULD BE ABLE TO
- 1 PWP191
a uIP
BE DISCONNECTED AND LIFTED OUT OF THE, PUMP CHAMBER WITHOUT
95.0
HAVING TO ENTER THE PUMP CHAMBER..
4. .THE ALARM SHALL START AT THE ELEVATION SHOWN AND BE
PUMP DE TAI L .NOT TO SCALE
POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER.,
USING 1000 GAL.PUMP CHAI.IBER
.INDEX WELL M1W 29. ZONE A
WATERTIGHT AND WATERPROOF
S. AN ELL'CTRICAL PERMIT MUST BE. OBTAINED FOR THIS INSTALLATION.
s
ill
BIH GH CAPACITY
INFILTRATOR CHA.MBE.RS
Y/J.5'1 STONE AROUNJ
\c�.if VENT-BOXTP.IAL \
1.`00 GALLON
SEPTIC TANK
O
CLOTHESLINE O
p C£\SSPGO�+(
BaICK �1
PA1 10
B
EBEDRpO U ELLII;
DESIGN CRI TERIA:
DESIGN FLOW:
4 BEDROOMS AT 110 G.P.D. PER
BEDROOM EQUALS 440 G.P.D.
NO GARBAGE GRINDER
SEPTIC TANK REQUIRED:
440 G.P.D. X 200% - 880 GAL.
SEPTIC TANK PROVIDED: 1500 GAL. mlN.
SOIL ABSORPTION SYSTEM REQUIRED:
DESIGN PERC RATE ( 5 MIN/INCH
-SOIL TEXTURAL CLASS - I
EFFLUENT LOADING RATE - 0.74 GPD7SF
440 GPD / 0.74 GPD/SF - 595 S.F REDUIRED
PROVIDED: 6 HIGH CAPACITY INFILTRATOR
CHAMBERS W73.5'1 STONE AROUND. A-600 S.F.
600 S.F. It 0.74 - 444 GPD
SOIL TEST P ?ATA®
INDICATES IND;CATES
PERCOLATION OBSE✓EO
FES TWA aTER
TP of
0. HORIZON TEXTURE COL OH 102.0
Q LOAMY lOYR
;2'- SAND.. ... ....... 101.0
B LOAMY IOYR i
SAI VD 5/6
f-
C �. PED I LIM 10YR
SAND 6/6
45
34'
o;;-
95.0
94.0
DATE: FEBRUARY 28. 2002
TEST BY: STEPHEN HAAS
W1 TNESSED BY: LYNN MULKEEI.
aL ' - 1e PERC BATF: ( 2 MIN/INCH
IX 4 2002 '
SES T / C S YS TEM 0EB / GN
'SO(JTH SEA A VENUE
WE" .�� /� Y,4 14 /1/10 U T �l
.f0 r ,j
00 ( 4ES� � - Y 1 V I
� D��a'�E' j, I PREPARED FOR
P
ROBERT H/LL
17- PYC OUTLET
T_ P VED pR'VE SCAL c / - 20 APR / L / 7, 2002
1
EAGLE SUFRVEY I NG 7 1 NC
923 Rou t e 6A
Yornnout!-ip0r t MA 02675
( 508) 362-8132
01 508 moi- '5333
..
N
9' MINIMUM COVER
I LAVER T ELEVATIONS
MIN. 2' OF
INVERT EXISTIIiG SEWER:
100.0`
PEASTONE 4•VENT
INVERT IN SEPTIC TANK:
99.7
1;;4.5 MIN
INVERT OUT SEPTIC TANK:
99.45
_..
2x IB• MIN
INVERT IIN F;aIP CHAMBER:
99.4
F!0'
INVERT OUT PLAIP CHAMBER:
99.15
3/4 1 1/2' DIA.
INVERT IND ST. BOX:
103.72
6 HIGH CAPACITY
INFILTRATOR DOUBLE WASHED STONE
INVERT CUT DIST. BOX:
103.55
CHAMBERS W/3.5'1
STONE AROUND
INVERT IN LE.:C.y CHAMBER:
%03.53
10'. X 50'1
X 10'd
80T70M LEACH CHAMBER:
102.7
ADJUSTED GROUND WATER:
97.7
OBSERVED GROUND WATER:
95.0
BOTTOM OF TEST HOLE *I:
94.0
\
.INDEX WELL M1W 29. ZONE A
s
FEB 02 READING -9.7'. ADJ-2.7'
ill
BIH GH CAPACITY
INFILTRATOR CHA.MBE.RS
Y/J.5'1 STONE AROUNJ
\c�.if VENT-BOXTP.IAL \
1.`00 GALLON
SEPTIC TANK
O
CLOTHESLINE O
p C£\SSPGO�+(
BaICK �1
PA1 10
B
EBEDRpO U ELLII;
DESIGN CRI TERIA:
DESIGN FLOW:
4 BEDROOMS AT 110 G.P.D. PER
BEDROOM EQUALS 440 G.P.D.
NO GARBAGE GRINDER
SEPTIC TANK REQUIRED:
440 G.P.D. X 200% - 880 GAL.
SEPTIC TANK PROVIDED: 1500 GAL. mlN.
SOIL ABSORPTION SYSTEM REQUIRED:
DESIGN PERC RATE ( 5 MIN/INCH
-SOIL TEXTURAL CLASS - I
EFFLUENT LOADING RATE - 0.74 GPD7SF
440 GPD / 0.74 GPD/SF - 595 S.F REDUIRED
PROVIDED: 6 HIGH CAPACITY INFILTRATOR
CHAMBERS W73.5'1 STONE AROUND. A-600 S.F.
600 S.F. It 0.74 - 444 GPD
SOIL TEST P ?ATA®
INDICATES IND;CATES
PERCOLATION OBSE✓EO
FES TWA aTER
TP of
0. HORIZON TEXTURE COL OH 102.0
Q LOAMY lOYR
;2'- SAND.. ... ....... 101.0
B LOAMY IOYR i
SAI VD 5/6
f-
C �. PED I LIM 10YR
SAND 6/6
45
34'
o;;-
95.0
94.0
DATE: FEBRUARY 28. 2002
TEST BY: STEPHEN HAAS
W1 TNESSED BY: LYNN MULKEEI.
aL ' - 1e PERC BATF: ( 2 MIN/INCH
IX 4 2002 '
SES T / C S YS TEM 0EB / GN
'SO(JTH SEA A VENUE
WE" .�� /� Y,4 14 /1/10 U T �l
.f0 r ,j
00 ( 4ES� � - Y 1 V I
� D��a'�E' j, I PREPARED FOR
P
ROBERT H/LL
17- PYC OUTLET
T_ P VED pR'VE SCAL c / - 20 APR / L / 7, 2002
1
EAGLE SUFRVEY I NG 7 1 NC
923 Rou t e 6A
Yornnout!-ip0r t MA 02675
( 508) 362-8132
01 508 moi- '5333
..
N