HomeMy WebLinkAbout83-1176 - Site PlanSOUTH
YARMOUT
S
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LOCATION MAP Gj
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LOT 1258 \
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CONCRETE SIDEWALK AND BITUMINOUS CONCRETE
ARE TO BE REPLACED AFTER SEPTIC SYSTEM IS
INSTALLED. BITUMINOUS CONCRETE IS TO BE A
MINIMUM OF 3'' THICK WITH A BASE OF 6"
HARDENINGMINIMUM.
r �
v.
KEY
EXISTING ELEVATIONS 10x5
EXISTING CONTOURS
crv/
PROPOSED CONTOURS c.
TEST PIT LOCATION
CATCH BASIN
UTILITY POLE
MANHOLE COVER
24' HEAVY DUTY FRAME
"13 n I -Iqv r«=1Itzni Iliaa�vIll o zIUs?to;; ,ll ukzd wslu ..AND COVER SET TO GRADE. -
DRAINA __� 6"WALL • 6" WALLS
`J --SENT 8'b1A.INLET� CHECK ,
-1- VALVE
\ "�_` a ,.. g,.. •>. g"DIA. v ID,r Q �.
3" $ 3" uneT r T 3/8" GRILLED p
i.
\ TRICKLE
` 11
HOLE s' -I
5 -g'„
..LIQUID T' -It)
LEVEL
LOT 125C
,* , :' •:nt: .->• .'t. ..p, r- ... :.r, •_ r:': 3" SCHEDULE
..� 75,345 S. F 40 PVC
\ / CROSS SECTION VIEW .
1000 GALLON
;\ PUMP CHAMBER
% 4000 GALLON DUPLEX SYSTEM ON DISTRIBUTION
i)\\ SEPTIC TANK RAIL SYSTEM BOX
(LOW PROFILE TANK MAY BE USED)
9 OUTLET
O EXISTING 3000 GST TO BE
PUMPED, REMOVED OR CRUSHED
AND FILLED WITH CLEAN SAND, SEPTIC' SYSTEM INVERT ELEVATIONS
CROSS SECTION
\ PROPOSED SEPTIC TANK DX IN
9.00
BOX OUT 8.83
3 LEACHING SYSTEM IN 8.50
6.22 SEPTIC TANK IN
V. PROPOSED 16 FLOW DIFFUSORS WITH EXISTING GRADE 11.6 TO 11,2' 3
�y\0 STONE AROUND AND 8 ACCESS CHIMNEYS ,
�� WITH MANHOLE COVERS, EACH SET 54 -r• ,,,,..,,/„ ,;..,
e 6 \\ \ v2 LONG BY 5.5 ,WIDE
O \ • \ �\
c+ HIGHEST OBSERVED -2.8
\� :\119 WATER LEVEL
\ \ N SEPTIC TANK OUT LEACHING SYSTEM BOTTOM
\� ?� BENCHMARK ELEV. ON NAIL 11.06 6.05 ZOO
9
PUMP CHAMBER OUT
' 5.83
PUMP ALARM ON= 4,83
PUMP LAG ON = 4.83
\�L \\ •
LEACHING SYSTEM AND CONTAMINATED PUMP ON = 4.33
\ SOIL TO BE REMOVED. PUMP OFF = 2.33
P PN \ • \\\ 9�tn
IT SHALL BE THE RESPONSIBILITY OF THE INSTALLER TO NOTIFY STANLEY
\2e0 R. SWEETSER INC. AND THE BOARD OF HEALTH WHEN READY FOR THESE
�\ INSPECTIONS. FAILURE TO NOTIFY OR`COMPLETE-INSPECTIONS WILL RESULT
.\ IN NON -CERTIFICATION OF SYSTEM.
\ ALL PIPING WITHIN 10' OF THE BUILDING SHALL BE INSTALLED 1N ACCOR-
DANCE, WITH THE MASSACHUSETTS PLUMBING CODE.
:\ DUNES
B COASTAL
\0®h \0+0
BEACH
\
O\AQ g
oEO� SOIL TEST DATA
HIGHEST OBSERVED WATER
LEVEL ELEV. = 2.8 N. G.V. D. ELEV. DEPTH
900 FULL MOON HIGH TIDE
11.2 oII
�E LOWEST OBSERVED WATER LEVEL 11.0 ASPHALT 3"
GONORA i = 2.3 N.G.V.D. LOW TIDE 9.0 SUBSOIL 27"
5
MEDIUM
:I SAND
2.3 WATER
0.9 1241,
y •., 1�Ir
N Q
for 11
WATER FOUND WATER FOUND
TEST MADE TEST MADE 12 18/91
tn�1v pati o WITH WITH D. MASON
,,��•°,t°=� ,, ��
omJjD
�ofj11 11.E PERC RATE LESS THAN 2 MINUTE PER INCH DROP
D
21/2"
45 3M"
VENT PIPE
DETAIL
4" SCHEDULE
40 PVC ? GALVANIZED
tea• R/ SCREEN
3 EXISTING
IIJ �N 111 \a Ml // ,1/i/1�1//.•
GRADE
18" HEAVY DUTY CAST
IRON COVER SET TO GRADE
INSPECTION MANHOLE
ACCESS CHIMNEY
TO BE MORTARED
_(11=III=fII=l11=III=III-�,-� =III -Ill
III_ t _ 'F'Z_ 4" VENT
VIII= 1!1 111 =11- PIPE SCH.
INFLUENT PIPE II=1)r!!t
111=1_- III=tl1- 40 PVC
`c 11
I t =Yt\S 111 _/1 It I
0000000 .: e=oopa°°
2" MIN. 1/8" - 1/2._S--' 000 o<a nrao3 o°m
WASHED STONE
p0a61g ?i; o..• apo a0oo
3/4" -I/2"
WASHED STONE 1 X11-1t1=1t1 .''•I�E11�4 V
1 -I _II IIl=jtMk= Ilt III=11(
18" r 18" CONCRETE
SPLASH PAD
7/2" HOLE FIBERGLASS MESH
OR PLASTIC
DESIGN CALCULATIONS
FOR MOTEL UNITS' 22 UNITS 9 S60 S.F OFFICE
\
\\ p
NOTES
PUMP CHAMBER NOTES
STONE SIDES
EA 1'
�0
SIDEWALL= HEIGHT 0LRENGTH • WIDTH)29
1.5' [(54' t 5.5 )2]
= 178.5 0 X 2.5 GPO/o =446.25
GPD
\
�A
54' X 5.5'
OF EXCAVATION AND FILL, THE CONTRACTOR
1)
PROPOSED ARE 2 PUMPS AND THEY ARE TO
1902 TOTAL(4SETS) = 2973
GPD
DESIGN FLOW = 2459
GPO
WITHIN THE LIMITS
GpO
T
SHALL REMOVE
;ALL UNSUITABLE MATERIAL' AND BACKFILL WITH
ALTERNATE EACH SEQUENCE.
CLEAN SAND.
G
2)
PUMPS ARE TO BE MYERS WHV - 5 OR EQUIVALENT.
02
®gINSTALLATION
OF THE SEWAGE DISPOSAL SYSTEM SHALL BE -INSPECTED
SPECIFICATIONS 1/2 HORSEPOWER, SINGLE PHASE MOTOR
STANLEY R. SWEETSER INC. AND BY,THE BOARD OF HEALTH.
WITH A MINIMUM OF 60 GPD AT 22 T.D.H.
0
\ e
.\•
INSPECTION
111 I SHALL BE MADE WHEN EXCAVATION IS COMPLETE AND3)
EACH PUMP IS TO HAVE A PUMP OFF, PUMP ON, ALARM
BEFORE BACKFILLING BEGINS.
ON AND LAG ON CONTROLS.
®0
O
\ \\
m
INSPECTION
#2 SHALL BE MADE WHEN BACKFILLING AND COMPACTING
\2
OF SELECT GRAVEL HAS BEEN COMPLETED.
4)
THE ALARM PANEL WITH BELL IS TO BE LOCATED IN
\
THE MANAGER'S OFFICE.
INSPECTION
#3 SHALL BE MADE WHEN COMPLETE SYSTEM HAS BEEN
INSTALLED AND BEFORE COVERING OVER.
5)
PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED
\
BY A CIRCUIT SEPARATE FROM THE PUMP POWER.
IT SHALL BE THE RESPONSIBILITY OF THE INSTALLER TO NOTIFY STANLEY
\2e0 R. SWEETSER INC. AND THE BOARD OF HEALTH WHEN READY FOR THESE
�\ INSPECTIONS. FAILURE TO NOTIFY OR`COMPLETE-INSPECTIONS WILL RESULT
.\ IN NON -CERTIFICATION OF SYSTEM.
\ ALL PIPING WITHIN 10' OF THE BUILDING SHALL BE INSTALLED 1N ACCOR-
DANCE, WITH THE MASSACHUSETTS PLUMBING CODE.
:\ DUNES
B COASTAL
\0®h \0+0
BEACH
\
O\AQ g
oEO� SOIL TEST DATA
HIGHEST OBSERVED WATER
LEVEL ELEV. = 2.8 N. G.V. D. ELEV. DEPTH
900 FULL MOON HIGH TIDE
11.2 oII
�E LOWEST OBSERVED WATER LEVEL 11.0 ASPHALT 3"
GONORA i = 2.3 N.G.V.D. LOW TIDE 9.0 SUBSOIL 27"
5
MEDIUM
:I SAND
2.3 WATER
0.9 1241,
y •., 1�Ir
N Q
for 11
WATER FOUND WATER FOUND
TEST MADE TEST MADE 12 18/91
tn�1v pati o WITH WITH D. MASON
,,��•°,t°=� ,, ��
omJjD
�ofj11 11.E PERC RATE LESS THAN 2 MINUTE PER INCH DROP
D
21/2"
45 3M"
VENT PIPE
DETAIL
4" SCHEDULE
40 PVC ? GALVANIZED
tea• R/ SCREEN
3 EXISTING
IIJ �N 111 \a Ml // ,1/i/1�1//.•
GRADE
18" HEAVY DUTY CAST
IRON COVER SET TO GRADE
INSPECTION MANHOLE
ACCESS CHIMNEY
TO BE MORTARED
_(11=III=fII=l11=III=III-�,-� =III -Ill
III_ t _ 'F'Z_ 4" VENT
VIII= 1!1 111 =11- PIPE SCH.
INFLUENT PIPE II=1)r!!t
111=1_- III=tl1- 40 PVC
`c 11
I t =Yt\S 111 _/1 It I
0000000 .: e=oopa°°
2" MIN. 1/8" - 1/2._S--' 000 o<a nrao3 o°m
WASHED STONE
p0a61g ?i; o..• apo a0oo
3/4" -I/2"
WASHED STONE 1 X11-1t1=1t1 .''•I�E11�4 V
1 -I _II IIl=jtMk= Ilt III=11(
18" r 18" CONCRETE
SPLASH PAD
7/2" HOLE FIBERGLASS MESH
OR PLASTIC
DESIGN CALCULATIONS
FOR MOTEL UNITS' 22 UNITS 9 S60 S.F OFFICE
{
SEPTIC TANK:2459 X 150%..361919.5
USE A 4000 GALLON TANK
USING t6 -1.5'X3.5X13' CHAMBERS WITHI'"'•
STONE SIDES
EA 1'
STONE END`
SIDEWALL= HEIGHT 0LRENGTH • WIDTH)29
1.5' [(54' t 5.5 )2]
= 178.5 0 X 2.5 GPO/o =446.25
GPD
BOTTOM= LENGTH X WIDTH
54' X 5.5'
= 297 X 1.0 GPO/m = 297
GPD
475.5 TOTAL (I SET) GPD/L71 = 743.25 GPD
1902 TOTAL(4SETS) = 2973
GPD
DESIGN FLOW = 2459
GPO
RESERVE = 514
GpO
NOTES
ELEVATIONS SHOWNARE IN FEETABOVE:
NATIONAL GEODETIC VERTICAL DATUM
OF 1929.
THERE IS TO BE ONE FOOT OF GROUND COVER
OVER THE SEPTIC SYSTEM.
CONSTRUCTION OF THE SEPTIC SYSTEM IS TO
CONFORM TO THE STATE SANITARY CODE,
TITLE V, AND THE TOWN OF YARMOUTH
BOARD OF HEALTH REGULATIONS.
DESIGN LOADING OF SEPTIC SYSTEM
SEPTIC TANK = H - 20 STRENGTH
DIST. BOX = H - 20 STRENGTH
LEACHINGCHAMBER=H- 20 STRENGTH
PUMP CHAMBER= H- 20 STRENGTH
ALL PIPING IS TO BE 4" SCHEDULE 40 PVC
OR EQUIVALENT UNLESS NOTED OTHERWISE.
SEPTIC SYSTEM REPAIR
SITE PLAN OF LAND IN SOUTH YARMOUTH, MASSACHUSETTS
AS PREPARED FOR
OCEAN CLUB RESORT
JANUARY 17, 1992
SCALE: I"= 30'
0 15 30 60 90 120
STANLEY R. SWEETSER,INC.
97 SEA STREET
DENNISPORT, MASS.
02639
(508) 398-3922
YB92
PLAN REF. LAND COURT PLAN 14114 C DATED 8/2/39 BY WHITNEY & BASSETT
SHEET I OF 2
T.A.W.
i