HomeMy WebLinkAboutDecision 3744 - Site Plan 251.
iA
A
4",A SCH40 PV
INLET
f, �C
BIT. CONC. PAVEMENT MANHOLE COVER H-20
En
PAVEMENT BASE o PAVEMENT BASE
FLOW�/ w 0 ..
ADJUSTMENT COURSE
\\ N \/
zzo :
PRECAST CONC. RISER%\ N a1APACTED GRANULAR BACKFILL
\� o U3Lu
A j\ � \\/ 24" I.D. PRECAST CONC. RISER
4"0 SCH40 PVC �/� > ��
OUTLET O
4"4 PVC OUTLET
JONCRETE BACKFILL \
« j DISTRIBUTION BOX
6" STONE BASE ON �' ��/�\/�\/� /X\//
COMPACTED UNDISTURBED GROUND
PLAN SECTION A - A
Nam
ALL JOINTS BETWEEN PRECAST COMPONENTS, BRICK ADJUSTING
COURSE, AND CASTING TO BE SET IN FULL BED OF CEMENT MORTAR
D -BOX TO BE WATER TESTED FOR LEVEL 1N PRESENCE OF TOWN
UTILIZE SPEED LEVELERS OR EQUAL
DISTRIBUTION BOX RISER
1/2" = 1' - 0"
NOTE: COMBINE EXISTING EXISTING
PLUMBING WITH FOUNDATION
NEW ADDITION 1 FIRST FLOOR EL'
INV. (FE IB BANK BDG.
IN FE FEAS:BiiJTY (EL 21.8 t)
IN FIELD :27"
x` 17.52 16.82 TEE
AT MAIN
BLDG
NOTE: INTERIOR EJECTOR PUMP
REQUIRED IF BASEMENT':''.;
FACILITIES TO REMAIN
IN SERVICE •"%''
FOUNDATION 47'fAT
(j-,5-% SLOPE)
SECTION A - A
F r�\ h Iyi
1/2" = 1'- 0"
PLAN SECTION A -A
MIN. WT. FRAME AND COVER: 495 LBS
LE FRAME AND COVER: H-
ill = 11- 0"
_)GF_ I IV J 1 J i CIVI - VGINGi1t1L INV fLJ
1. ALL MATERIALS AND CONSTRUCTION METHODS SHAD CONFORM TO THE PROVISIONS 4 THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE
OF IyE COMMONWEALTH OF MASSACHUSETTS ENVIRONMENTAL CODE TITLE V. APPROXIMATE. AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS PROJECT
WORK, THE CONTRACTOR SHALL MAKE THE REQUIRED NOTIFICATION TO DIG SAFE
2. EXCEPT AS OTHERWISE NOTED, ALL PROPOSED SEPTIC SYSTEM PIPING SHALL BE 4"0 (1-800-322-4844) AND THE TOWN OF YARMOUTH WATER DEPARTMENT FOR
SCH46 PVC SET TO THE LINE AND INVERT ELEVATIONS SHOWN. THE MINIMUM VERIFICATION OF LOCATIONS.
PITCH OF PIPES CARRYING SEWAGE OR SEPTIC TANK EFFLUENT SHALL BE 1/8TH
INCH PER FOOT IF NOT SPECIFIED. 5. CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON THIS PLAN IS SUBJECT TO THE
INSPECTION OF THE TOWN OF YARMOUTH HEALTH AGENT AND DESIGN ENGINEER. NO
3. PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM DEPICTED ON THIS PLAN, THE PART OF THE SEPTIC SYSTEM SHALL BE BACKFILLED OR MADE INACCESSIBLE UNTIL
CONTRACTOR SHALL OBTAIN A DISPOSAL WORKS CONSTRUCTION PERMIT FROM THE INSPECTED AND APPROVED BY THE HEALTH AGENT. THE CONTRACTOR SHALL
TOWN OF YARMOUTH BOARD OF HEALTH. SCHEDULE INSPECTIONS AS REQUIRED.
H-20 RISERS AS REO. (TYP.)
24'1 D. H-20 MANHOLE COVERS
TYP.
PLANTING
SEE O -BOX DETAIL. 249.D.H-20 RISER
- -II -I- - - - - - -
LOCATION OF SECOND INLET TEE
I
WHERE MUST BE
24"I.D. H-20 MANHOLE
I I I
RTLYENDER OPENING
T
I
{ I
A
�A
TYP.'
V
W -r
Q ?°a
° a o 12' PROCESSED GRAVEL
�
'
F `N0RAnON-
L40 N
o oo_ 0 0
I
TYPE A C.I. COVER ® GRADE
I
I
t
BOTH ENDS OF TANK
INLET OR OUTLET TEE LOCATION
OR EQUAL OVER PEASTONE
00o co
oo' o 00
OUTLINE OF SEPTIC TANK BELOW
PLAN
0"0' QO'op
C:3 o10o0
H-20 C.I. COVER ® GRADE
BRICK ADJUSTING COURSE AND
16.2
00
CASTING SET IN FULL MORTAR BED
Ll
10"5-19.
24" I.D. PRECAST CONC. H-20 RISER
m
0.5%
WHERE "D" EXCEEDS 14"
16.47
4'05CH 40 PVC
TEE
2000 GAL H-20
TEE 4"OSCH 40 PVC
11' AT 1%
16.06 oe$oo°00000°° 15.79
MORTAR BED AND FILLET
MORTAR JOINT IN
24"TEE
ALL AROUND
STD. KNOCKOUT
GAS BAFFLE 16.22
0o0oeo000o00000
o e o 0 0 0 0
0000°o°o°o°0°0°0
°° oo°°o°e°0000eoo°<
5'-8' UD. LEVEL
PRECAST CONIC. SEPTIC TANK H-20
SANITARY TEE
4 UQ. LEVEL
-
SECTION A - A
F r�\ h Iyi
1/2" = 1'- 0"
PLAN SECTION A -A
MIN. WT. FRAME AND COVER: 495 LBS
LE FRAME AND COVER: H-
ill = 11- 0"
_)GF_ I IV J 1 J i CIVI - VGINGi1t1L INV fLJ
1. ALL MATERIALS AND CONSTRUCTION METHODS SHAD CONFORM TO THE PROVISIONS 4 THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE
OF IyE COMMONWEALTH OF MASSACHUSETTS ENVIRONMENTAL CODE TITLE V. APPROXIMATE. AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS PROJECT
WORK, THE CONTRACTOR SHALL MAKE THE REQUIRED NOTIFICATION TO DIG SAFE
2. EXCEPT AS OTHERWISE NOTED, ALL PROPOSED SEPTIC SYSTEM PIPING SHALL BE 4"0 (1-800-322-4844) AND THE TOWN OF YARMOUTH WATER DEPARTMENT FOR
SCH46 PVC SET TO THE LINE AND INVERT ELEVATIONS SHOWN. THE MINIMUM VERIFICATION OF LOCATIONS.
PITCH OF PIPES CARRYING SEWAGE OR SEPTIC TANK EFFLUENT SHALL BE 1/8TH
INCH PER FOOT IF NOT SPECIFIED. 5. CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON THIS PLAN IS SUBJECT TO THE
INSPECTION OF THE TOWN OF YARMOUTH HEALTH AGENT AND DESIGN ENGINEER. NO
3. PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM DEPICTED ON THIS PLAN, THE PART OF THE SEPTIC SYSTEM SHALL BE BACKFILLED OR MADE INACCESSIBLE UNTIL
CONTRACTOR SHALL OBTAIN A DISPOSAL WORKS CONSTRUCTION PERMIT FROM THE INSPECTED AND APPROVED BY THE HEALTH AGENT. THE CONTRACTOR SHALL
TOWN OF YARMOUTH BOARD OF HEALTH. SCHEDULE INSPECTIONS AS REQUIRED.
H-20 RISERS AS REO. (TYP.)
24'1 D. H-20 MANHOLE COVERS
TYP.
PLANTING
SEE O -BOX DETAIL. 249.D.H-20 RISER
PIPE AND VENT AS SHOWN.
(2" BINDER, 1' TOP) MATCH
SEE DETAIL
24"I.D. H-20 MANHOLE
COVERS TO GRADE. MORTAR ALL COMPONENTS
NK
o eo a 00 00 0 0 ooe°o°o°o° GRADES
000ao 0000000000000 °000000000000
Y
ca
TYP.'
V
0
Q ?°a
° a o 12' PROCESSED GRAVEL
�
'
F `N0RAnON-
L40 N
o oo_ 0 0
00 0 0' QO o p / ROLLER COMPACTED
•C �
NON -WOVEN FILTER FABRIC
OR EQUAL OVER PEASTONE
00o co
oo' o 00
A
19' MAX. (VARIES)
0"0' QO'op
C:3 o10o0
-
4'bSCH40 PVC
16.2
00
16.56
10"5-19.
14"
MIN.
0.5%
4000 GAL H-20
16.47
4'05CH 40 PVC
TEE
2000 GAL H-20
TEE 4"OSCH 40 PVC
11' AT 1%
16.06 oe$oo°00000°° 15.79
° o 0 0
SEPTIC TANK
24"TEE
SEPTIC TANK
GAS BAFFLE 16.22
0o0oeo000o00000
o e o 0 0 0 0
0000°o°o°o°0°0°0
°° oo°°o°e°0000eoo°<
5'-8' UD. LEVEL
GAS BAFFLE
''
4 UQ. LEVEL
-
H-20 D -BOX ON 12' COMPACTED GRAVEL
°Do°°oo0000°°°0o°op<
ACME OR EQUAL
OR EQUAL OVER PEASTONE 4" PERF. SCH40
6*±,
ACME OR EQUAL
2' PEASTONE OVER PVC AT .005 FT./FT.
ACME 009 H-20 OR EQUAL
CROWN TITLE 5 ORIFICES
Nco
( 1.5 Y SLOPE)
« ,....,:.. ;: ..:•.,
::....,.: .:
INVERTS LEVEL FOR 1ST 2' INV. 15.70
2'
PROPOSED 3" CALIPER o o
j I
F W 4'
1520
q I 1 ,; , \-COMPACTED sUB-GRADE O
SOIL MIX
N I' 30M N
12
'
MN MIM
CONNECT ENDS WITH 40SW40 SOLID
TREE
PLANTING
D E TA I L
PIPE AND VENT AS SHOWN.
(2" BINDER, 1' TOP) MATCH
SEE DETAIL
Q
NK
o eo a 00 00 0 0 ooe°o°o°o° GRADES
000ao 0000000000000 °000000000000
Y
ca
�a �'°
V
0
Q ?°a
° a o 12' PROCESSED GRAVEL
N
�.
.' / MOPW M1.03.1
o oo_ 0 0
00 0 0' QO o p / ROLLER COMPACTED
•C �
00o co
oo' o 00
A
A
0"0' QO'op
C:3 o10o0
-
WATER TIGHT MORIA
00
9" MIN. COVER CLEAN COMPACTED FILL
36" MAX. COVER
-
N
OUTLETS
MIRAFI 140 N
LL
coM
00kO
z
OR EQUAL OVER PEASTONE 4" PERF. SCH40
PLAN
SECTION B -B
2' PEASTONE OVER PVC AT .005 FT./FT.
CROWN TITLE 5 ORIFICES
Nco
2'
PROPOSED 3" CALIPER o o
j I
TREE
z
oOo 0000°0000
C.
7"0 INLET KNOCKOUT
0 00 00000000000
4'
3"
o°o o°o°o°0°0°0°
Br -n
Q �
Z
o0 0ooS0SoS0 0 0,, 0.0
6•
b
O
B
tO
00000000000000000000
V'
RDNFDRCED NEN' BI/CK RUBBER
C?
MSE 11/2' IDR
0 0 0 0 0 0 0 0
'
DOUM STRAND 12 DA
MY ANNEALED 7W6M HIRE
20
�p
1NLE
Do "m STAPLE m DORM
TO 1
N
OUTLET
N
_
OUTLET
DOUBLE WASHED STONE
3 STAXES EQUNLY SPACM
LEACHING FIELD SECTION
SECTION A -A
SIDE
SCALE: 1'-1'-O' APPROX.
Pl�LIM MAND
NSHWIREE
MM 4'-D' BLIRO
V-4
MN 3' DEEP SAUCER
MIN
3" D" SHREDDED BARN MULCH
c/
Ta
¢f
REIaME INIRUP FROM IDP
HALF OF ROOTBAIL
q I 1 ,; , \-COMPACTED sUB-GRADE O
SOIL MIX
N I' 30M N
12
'
MN MIM
CONNECT ENDS WITH 40SW40 SOLID
TREE
PLANTING
D E TA I L
PIPE AND VENT AS SHOWN.
(2" BINDER, 1' TOP) MATCH
SEE DETAIL
Q
o0 0 00 0000
,0000o0o0e0o0o000o0°°d
INSPECTION PORT: 1 REQUIRED. INSECT
SCREEN
19.2' MAX MANHOLE COVER SEE DETAIL
MORTAR ALL COMPONENTS (TYP.)
/ 24 I.D. PRECAST CONC. RISER 15.88 2' DOUBLE'ffA3nc, PE,STONE OVEP: 4`SCH40 PIPES
4'0 PRECAST DONUT 2" OVER FIELD 4 RSCH-40 PVC LINES AT 0.5%. TITLE 5 ORIFICES.
4' THICK 4000 PSI CONIC. W/WWF
18"0 OBSERVATION HOLE IN CTR.
00 0 00°0e0o e0o 00°0° 0000°°°°oou0o0o00°0 0o a°o o°°O0°o°o°o°o°a°
°°° CONNECT ENDS WITH 4"SCH40 SOLID
0 0000°00000°00 0 0°o a°o°o°0°0°0000000000°°000°o°e°o °°o°e°o°00000 o PIPE AND VENT AS SHOWN.
000°0 0 0 e0o 0 0 0 0 00000 0 0 0 0 0
° 00 o°000ao°oa00000a00000 o°o°oo°°0oo0ooe0000po°000 0 oa0000000po°0000 �•5
15.38
6 GRAVEL & MECH. DEPTH OF LO = WATER TEST D -BOX FOR LEVEL 2,688 SF LEACHING FIELD SAS
COMPACTION (TYP.) TEE SIZES: INLET DEPTH 10" D -BOX NOTE: AT CONTRACTORS OPTION, J" TO 1-j- DOUBLE WASHED STONE 6' BELOW INVERT
•6' GRAVEL k MECH. DEPTH OF FLOW 5'-8 OUTLET DEPTH - 74" BOTTOM OF FIELD CAN BE SET o
AT EL 14.88' LEVEL ACROSS Ad'
COMPACTION (TYP.) INLET DEPTH =1D'
SEPTIC TANK 1 OUTLET DEPTH - 24" SEPTIC TANK 2 SEPTIC PROFILE
(NOT TO SCALE)
-F.1 UIJ I MDU I IUIN QUA rl"-
1 /2" = 1' - 0"
NOTE: D -BOX TO BE WATER TESTED FOR LEVEL IN PRESENCE OF TOWN
UTILIZE SPEED LEVELERS OR EQUAL
INSECT
SCREEN \
FINISH GRADE o
cV
45• EL (TYP)
BOTTOM OF TH2 EL 5.8
1 - 6'X6"X6' LANDSCAPE TIMBER NO GROUNDWATER ENCOUNTERED
90' EL AND 90' STREET EL
OR U BEND
GALV. PIPE STRAP
24" X 24" CONC. PAD
\ 8" MIN. COVER NTS
\ 4"0 SCH 40 PVC
/- 4X4X4 TEE
COMPACTED EARTH J II
BACKFILL
4"0 PVC VENT
1/2" = 1'- 0"
SEWAGE FLOW ESTIMATE: NO GARBAGE GRINDERS ALLOWED.
THEATER USE IS MAXIMUM USE ON SITE. 200 SEATS (3 GPD/SEAT) - 600 GPD
OTHER NON -CONCURRENT USES PROPOSED ARE ACCESSORY OFFICE 1500 SF (.075)- 113 GPD
AND 115 PERSON CLASSROOM AT 3 GPD/STUDENT - 345 GPO.
USE 1950 GPD DESIGN FLOW TO ACCOMODATE OCCASIONAL PEAKS AND TO EXTEND LIFE OF SYSTEM.
TITLE 5: 2 COMPARTMENT TANK REQ. >1000 GPD.
SEPTIC TANK: 1950 GPD(200%) -3900 GAL REQ. USE 4000 GAL H-20 PRIMARY SEPTIC TANK.
1950 GPD(100R) -1950 GAL REQ. USE 2000 GAL H-20 SECONDARY SEPTIC TANK.
LEACHING FACILITY: NO GARBAGE GRINDERS ALLOWED. CLASS I SOILS 0.74 GPD/SF LIAR
SEWAGE FLOW - 1950 GPD
USE 64'X42' LEACHING FIELD W/ 2688 SF BOTTOM AREA 2688 SF (0.74 GPD/SF) - 1989 GPD > 1950 GPD O.K.
SEPTIC REVIEW FOR EXISTING SYSTEM FOR /301 (OWLS CLUB): 3 BEDROOM DWELLING (110 GPD/BR) - 330 GPD DESIGN FLOW
USE EXISTING TANDK, D -BOX AND 3'X4'X20' LEACHING (1982 PER 6/26/00 SEPTIC INSPECITON) _ (20+4)X2 X 2.5 + 2OX4X1.0 - 380 CPD
UNDER 1978 CODE, O.K.
DATE: JUNE 8, 2000 DATE: JUNE 2, 2000
B.O.H. AGENT: AMY VON HONE R.S. EXCAVATOR: ELLIS BROS. CONSTR.
SOIL EVAL.: ROBIN W. WILCOX, PLS SEPTIC INSP. : REID ELLIS
LOCATION: TP -1 LOCATION:
ELEV. DEPTH ELEV. DEPTH
19.2 0.0 18.8 0.0
FILL
17.12 2.08
LOAMY SAND
16.45 2.75
LOAMY SAND PROFILE
O
Q
W
3" MASS DPW TYPE 11 BIT. CONC.
0
<
(2" BINDER, 1' TOP) MATCH
EXISTING
Q
o0 0 00 0000
,0000o0o0e0o0o000o0°°d
o eo a 00 00 0 0 ooe°o°o°o° GRADES
000ao 0000000000000 °000000000000
Y
ca
�a �'°
i
0
Q ?°a
° a o 12' PROCESSED GRAVEL
N
.' / MOPW M1.03.1
o oo_ 0 0
00 0 0' QO o p / ROLLER COMPACTED
FILL KNOCKOUT NOT USED W/MORTAR
00o co
oo' o 00
A
A
0"0' QO'op
C:3 o10o0
-
WATER TIGHT MORIA
9" MIN. COVER CLEAN COMPACTED FILL
36" MAX. COVER
-
FILL AT ALL INLETS AND
OUTLETS
MIRAFI 140 N
LL
NON -WOVEN FILTER FABRIC
2' LEVEL PIPE ®.OUTLET (TYP)
OR EQUAL OVER PEASTONE 4" PERF. SCH40
PLAN
SECTION B -B
2' PEASTONE OVER PVC AT .005 FT./FT.
CROWN TITLE 5 ORIFICES
9-5"0 OUTLET KNOCKOUTS
2'
COVER TO BE REMOVED (SEE RISER DETAIL)
oOo 0000°0000
C.
7"0 INLET KNOCKOUT
0 00 00000000000
4'
3"
o°o o°o°o°0°0°0°
Br -n
Z
o0 0ooS0SoS0 0 0,, 0.0
6•
B
tO
00000000000000000000
0 0 0 0 0 0 0 0
�p
�p
1NLE
N
INLET
TO 1
N
OUTLET
N
_
OUTLET
DOUBLE WASHED STONE
4" 10w
LEACHING FIELD SECTION
SECTION A -A
SIDE
SCALE: 1'-1'-O' APPROX.
-F.1 UIJ I MDU I IUIN QUA rl"-
1 /2" = 1' - 0"
NOTE: D -BOX TO BE WATER TESTED FOR LEVEL IN PRESENCE OF TOWN
UTILIZE SPEED LEVELERS OR EQUAL
INSECT
SCREEN \
FINISH GRADE o
cV
45• EL (TYP)
BOTTOM OF TH2 EL 5.8
1 - 6'X6"X6' LANDSCAPE TIMBER NO GROUNDWATER ENCOUNTERED
90' EL AND 90' STREET EL
OR U BEND
GALV. PIPE STRAP
24" X 24" CONC. PAD
\ 8" MIN. COVER NTS
\ 4"0 SCH 40 PVC
/- 4X4X4 TEE
COMPACTED EARTH J II
BACKFILL
4"0 PVC VENT
1/2" = 1'- 0"
SEWAGE FLOW ESTIMATE: NO GARBAGE GRINDERS ALLOWED.
THEATER USE IS MAXIMUM USE ON SITE. 200 SEATS (3 GPD/SEAT) - 600 GPD
OTHER NON -CONCURRENT USES PROPOSED ARE ACCESSORY OFFICE 1500 SF (.075)- 113 GPD
AND 115 PERSON CLASSROOM AT 3 GPD/STUDENT - 345 GPO.
USE 1950 GPD DESIGN FLOW TO ACCOMODATE OCCASIONAL PEAKS AND TO EXTEND LIFE OF SYSTEM.
TITLE 5: 2 COMPARTMENT TANK REQ. >1000 GPD.
SEPTIC TANK: 1950 GPD(200%) -3900 GAL REQ. USE 4000 GAL H-20 PRIMARY SEPTIC TANK.
1950 GPD(100R) -1950 GAL REQ. USE 2000 GAL H-20 SECONDARY SEPTIC TANK.
LEACHING FACILITY: NO GARBAGE GRINDERS ALLOWED. CLASS I SOILS 0.74 GPD/SF LIAR
SEWAGE FLOW - 1950 GPD
USE 64'X42' LEACHING FIELD W/ 2688 SF BOTTOM AREA 2688 SF (0.74 GPD/SF) - 1989 GPD > 1950 GPD O.K.
SEPTIC REVIEW FOR EXISTING SYSTEM FOR /301 (OWLS CLUB): 3 BEDROOM DWELLING (110 GPD/BR) - 330 GPD DESIGN FLOW
USE EXISTING TANDK, D -BOX AND 3'X4'X20' LEACHING (1982 PER 6/26/00 SEPTIC INSPECITON) _ (20+4)X2 X 2.5 + 2OX4X1.0 - 380 CPD
UNDER 1978 CODE, O.K.
DATE: JUNE 8, 2000 DATE: JUNE 2, 2000
B.O.H. AGENT: AMY VON HONE R.S. EXCAVATOR: ELLIS BROS. CONSTR.
SOIL EVAL.: ROBIN W. WILCOX, PLS SEPTIC INSP. : REID ELLIS
LOCATION: TP -1 LOCATION:
ELEV. DEPTH ELEV. DEPTH
19.2 0.0 18.8 0.0
FILL
17.12 2.08
LOAMY SAND
16.45 2.75
LOAMY SAND PROFILE
O
Q
W
0
<
Q
f
Q
O
Q
Y
i
0
U
N
O
NOT
16.12 3.08 NOTED z
a
C MED./COARSE PERC <2 MIN/IN a
SAND
8.2 I 111.0
BOTTOM
NO GROUNDWATER
H
13.0 U)
BOTTOM
NO GROUNDWATER
01-201
SHEET 2 OF 2