HomeMy WebLinkAboutDecision 3796 - Proposed Site Plan 20o 0
00000 1" TOPCOAT MASS DPW
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00000 ,000000000000000
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0 0 a o 0 0 0 0 0 0 12" PROCESSED GRAVEL
0 0 0 0 0 0 0 0 0 0
COMPACTED 00000 000000000000000 MDPW M1.03.1 VIB. ROLLER COMACTED
GRAVEL M1.03.1 00000 000000000000000
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00000 0 0,0,0,0_0 0
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0000000000000000 CEMENT CONCRETE 2000 PSI MIN. .
O O 0 0 0 0 O IF CURBING SET IN EXISTING PAVEMENT.
00000000000000 O CUT NEAT LINE 6" FROM CURB LINE AND REMOVE
00000000000000000 BINDER, BASE AND STONE. REPLACE
WITH CEMENT CONCRETE
VERTICAL GRANITE CURBING WHERE SPECIFIED
PAVEMENT CROSS SECTfON
NOT TO SCALE
4 1/2"
01-071
FOURTH FLANGE AT BASINS
WITHOUT CURB INLET
4 1/2"
o� X
w
MORTAR JOINT IN
STD. KNOCKOUT
SANITARY TEE _-
LOCATION OF SECOND INLET TEE
WHERE REQUIRED. TEE MUST BE
DIRECTLY UNDER OPENING
L �_
TYPE A C.I. COVER 0 GRADE
BOTH ENDS OF TANK
INLET OR OUTLET TEE LOCATION
OUTLINE OF SEPTIC TANK BELOW
H-20 C.I. COVER CSA GRADE
BRICK ADJUSTING COURSE AND
CASTING SET IN FULL MORTAR BED
24" I.D. PRECAST CONC. H-20 RISES'
WHERE "D" EXCEEDS 14"
MORTAR BED AND FILLET
ALL AROUND
PRECAST CONC. SEPTIC TANK H-20
SECTION A - A
RISER, FRAME & COV
/'ll 11nn
FA
PLAN
SECTION A -A
MIN. WT. FRAME AND COVER: 495 LBS
RAME AND COVER:
1" = 1'- 0"
SEPTIC SYSTEM - GENERAL NOTES
1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE PROVISIONS 4, THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE
OF THE 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
SCH40 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 i/8TH
5. CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON THIS PLAN IS SUBJECT THE
INCH PER FOOT IF NOT SPECIFIED.
INSPECTION OF THE TOWN OF YARMOUTH HEALTH AGENT AND DESIGN ENGINEER.
ER. 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
LAND APPROVED
ADS Y THE HEALTH AGENT, THE CONTRACTOR SHALL
TOWN OF YARMOUTH BOARD OF HEALTH.
D.
INSPECTION PORT: 1 1
5"
CONNECT ENDS WITH 4"SCH40 SOLID
PIPE AND VENT UP SIDE OF BUILDING
REQUIRED. INSECT
S
N
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O�
m
a
v
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100 lG rJ,.,
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PROPOSED 3" CALIPER "- o V 7 J O
--TREE 0 � Z
U
N
_ � L
i
REINFORCED NEW BLACK RUBBER
HOSE (1/2' ID) O (�
DOUBLE STRAND 12 CA
GALV ANNEALED TWISTED WIRE
TREE WRAP. LAP ENDS DOWN
DO NOT STAPLE
3 STAKES EQUALLY SPACED
AROUND TREE 2 1/2'x2 I/2'x10'
SPACED 1'-0' FROM TRUNK,
STAINED DARK BROWN.
STAKES DRIVEN AT ANGLE AND ..N.t!`AT
PULLED VERTICAL WITH WIRE �i<,
J�'L\Stl
MIN 4'-0' BURIED Oy
MIN 3" DEEP SAUCER ap LL1 S S.l cy i
3' DEPTH SHREDDED BARK MULCH z �(
REMOVE BURLAP FROM TOP
IWLF OF ROOTRALL
COMPACTED SUB -GRADE \�
SOIL MIX
Zy
w
z
A EL. 16.3- 17.2± VARIES MANHOLE COVER SEE DETAIL I
SEE D -BOX DETAIL 24"I.D.H-20 RISER / MORTAR ALL COMPONENTS (TYP.) �- g
EXISTING 24"I.D. H-20 MANHOLE COVERS TO GRADE. MORTAR ALL COMPONENTS /// - - t.!" E�40N AFIL�nR F DRIIC4 OVER O PIP'
FOUND"nnN _ TVP, _. _ atksi. _ 1aJ...ta - -_., y - - _r-"� z�.. u .�uEcnsT..con::.�.1a:cER S F .!',HED : , ( C ;ISS I u
_ _ - _ _ 4 e CH-.. FVU LINES AT . TITLE 5 ORIFICES.
--�r`.� n . O 157 z
ti E$-, C'. '4 "".T 3't P_T. A-. C,_�., C'Tc FEL
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FIRST FLOOR EL. I 9' MAX. V�, l N 4" TH'CE. 4000 PSI CONC. W hd• o
(EL. 18.681) 4"OSCH40 PV:( RIES) 1519 n r 1 OBSERVATION LE IN CTR
..: -.:, '
" S-17 MIN.
g 0 O N HO PITCH
15.58 10" 14"
AT MAIN 4"OSCH 40 PVC J
! BLDG & NEW ADD'N 15.28 TEE TEE oo°op0000°a0 0 ° o ° 0 c 'o' a ° - 4
1500 GAL H-20 9' AT i% 14.95 $oo°o°o°o°o°°o°0 14'78 ° ° CONNECT ENDS WITH 4"SCH40 SO ID V
(RAISE EXISTING INVERT, GAS BAFFLE 15.03 0 0 0 0 0 o O _ ° o- o -,o °°° ° '0 0 " 0 0
RE REO'D.) SEPTIC TANK 0 o PIPE AND VENT AS SHOWN.
4' UQ. LEVEL H-20 D -BOX ON 12" COMPACTED GRAVEL "�i;° - ° ° ° ° "��° ° -noo °°' °°°° ° ' w
S °
ACME OR EQUAL ACME DB9 H-20 OR EQUAL 14'54
(74
14.69
• 1 ,, INVERTS LEVEL FOR 1ST 2' O o
L; 20'±AT 6" GRAVEL & MECH.DEPTH OF FLOW = 4' WATER TEST D -BOX FOR LEVEL 14.19 754 SF LEACHING FIELD SAS 14.04 1 O
SLOPE) COMPACTION (TYP.) •TEE' SIZES: INLET DEPTH = 10" D -BOX NOTE: AT CONTRACTORS OPTION, 1y" TO 1-}- DOUBLE WASHED STONE 6" BELOW INVERT o 5' REMOVAL U7
_ N
FOUNDATION OUTLET DEPTH = 14" BOTTOM OF FIELD CAN BE SET OF UNSUITABLE SOILS REQUIRED I
UTILIZE SPEED LEVELERS OR EQUAL AT EL. 14.88' LEVEL ACROSS 29' DOWN TO C1 LAYER, SEE 00
SOIL LOG. ENGINEER TO INSPECT Z 0T
0
SEPTIC TANK -g'� /� p (^ ALL FILL CLEAN SAND.
SEPTIC 16 PROFI f i"' 29' LONG X 26' WIDE X 12" TOTAL THICKNESS LEACHING FIELD= 754 SF
SECTION A -A i LE ADJUSTED GROUNDWATER EL 9.04' REMOVE ALL E>ISTING SEPTIC COMPONENTS &CONTAMINATED SOIL V) O
PUMP AND REMOVE PER LOCAL AND STATE a
(NOT TO SCALE) REGULATIONS FOR COMMERCIAL SYSTEM ABANDONMENT V <
MINIMUM FRAME WEIGHT: 3 -FLANGE - 265 LBS.
4 -FLANGE - 295 LBS.
MINIMUM GRATE WEIGHT: 215 LBS.
PASS AREA: 255 SQ. IN.
FRAME AND GRATE
1" = 1'- 0"
FILL KNOCKOUT NOT USED W/MORTAR
A - A
WATER TIGHT MORTAR
FILL AT ALL INLETS AND
OUTLETS
2' LEVEL PIPE ® OUTLET (TYR)
PLAN SECTION B -B
9-5"0 OUTLET KNOCKOUTS
COVER TO BE REMOVED (SEE RISER DETAIL)
7"0 INLET KNOCKOUT
3"
N
INLE � INLET =
N L OUTLET
4" 10"
SECTION A -A SIDE
3" MASS DPW TYPE 11 BIT. CONC.
(2" BINDER, I" TOP)
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9" MIN. COVER CLEAN COMPACTED FILL
36" MAX. COVER
MIRAFI 140 N
JJ 1/T
' NON -WOVEN FILTER FABRIC
H-20
24 1/4"
1/2"=1'-0"
I
PRECAST
RIS
CROWN TITLE 5 ORIFICES
PRESENCE OF
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❑oC��❑°❑C El
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3/4" TO
E
OUTLET DOUBLE
WASHED STONE
N I
SECTION
C]�C�o[_ i 1�fM
LEACHPIT
<
y
600 GAL.
❑Or �a,�jo�Or ,rrJ
m
6'0X4'-5" SHOREY
d
LP H-20 OR EQUAL
II
4 1/2"
01-071
FOURTH FLANGE AT BASINS
WITHOUT CURB INLET
4 1/2"
o� X
w
MORTAR JOINT IN
STD. KNOCKOUT
SANITARY TEE _-
LOCATION OF SECOND INLET TEE
WHERE REQUIRED. TEE MUST BE
DIRECTLY UNDER OPENING
L �_
TYPE A C.I. COVER 0 GRADE
BOTH ENDS OF TANK
INLET OR OUTLET TEE LOCATION
OUTLINE OF SEPTIC TANK BELOW
H-20 C.I. COVER CSA GRADE
BRICK ADJUSTING COURSE AND
CASTING SET IN FULL MORTAR BED
24" I.D. PRECAST CONC. H-20 RISES'
WHERE "D" EXCEEDS 14"
MORTAR BED AND FILLET
ALL AROUND
PRECAST CONC. SEPTIC TANK H-20
SECTION A - A
RISER, FRAME & COV
/'ll 11nn
FA
PLAN
SECTION A -A
MIN. WT. FRAME AND COVER: 495 LBS
RAME AND COVER:
1" = 1'- 0"
SEPTIC SYSTEM - GENERAL NOTES
1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE PROVISIONS 4, THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE
OF THE 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
SCH40 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 i/8TH
5. CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON THIS PLAN IS SUBJECT THE
INCH PER FOOT IF NOT SPECIFIED.
INSPECTION OF THE TOWN OF YARMOUTH HEALTH AGENT AND DESIGN ENGINEER.
ER. 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
LAND APPROVED
ADS Y THE HEALTH AGENT, THE CONTRACTOR SHALL
TOWN OF YARMOUTH BOARD OF HEALTH.
D.
INSPECTION PORT: 1 1
5"
CONNECT ENDS WITH 4"SCH40 SOLID
PIPE AND VENT UP SIDE OF BUILDING
REQUIRED. INSECT
S
N
in
O�
m
a
v
\ O
o O J
U-)00cr
L W W o
N h
100 lG rJ,.,
o (D W
PROPOSED 3" CALIPER "- o V 7 J O
--TREE 0 � Z
U
N
_ � L
i
REINFORCED NEW BLACK RUBBER
HOSE (1/2' ID) O (�
DOUBLE STRAND 12 CA
GALV ANNEALED TWISTED WIRE
TREE WRAP. LAP ENDS DOWN
DO NOT STAPLE
3 STAKES EQUALLY SPACED
AROUND TREE 2 1/2'x2 I/2'x10'
SPACED 1'-0' FROM TRUNK,
STAINED DARK BROWN.
STAKES DRIVEN AT ANGLE AND ..N.t!`AT
PULLED VERTICAL WITH WIRE �i<,
J�'L\Stl
MIN 4'-0' BURIED Oy
MIN 3" DEEP SAUCER ap LL1 S S.l cy i
3' DEPTH SHREDDED BARK MULCH z �(
REMOVE BURLAP FROM TOP
IWLF OF ROOTRALL
COMPACTED SUB -GRADE \�
SOIL MIX
Zy
w
z
A EL. 16.3- 17.2± VARIES MANHOLE COVER SEE DETAIL I
SEE D -BOX DETAIL 24"I.D.H-20 RISER / MORTAR ALL COMPONENTS (TYP.) �- g
EXISTING 24"I.D. H-20 MANHOLE COVERS TO GRADE. MORTAR ALL COMPONENTS /// - - t.!" E�40N AFIL�nR F DRIIC4 OVER O PIP'
FOUND"nnN _ TVP, _. _ atksi. _ 1aJ...ta - -_., y - - _r-"� z�.. u .�uEcnsT..con::.�.1a:cER S F .!',HED : , ( C ;ISS I u
_ _ - _ _ 4 e CH-.. FVU LINES AT . TITLE 5 ORIFICES.
--�r`.� n . O 157 z
ti E$-, C'. '4 "".T 3't P_T. A-. C,_�., C'Tc FEL
w
FIRST FLOOR EL. I 9' MAX. V�, l N 4" TH'CE. 4000 PSI CONC. W hd• o
(EL. 18.681) 4"OSCH40 PV:( RIES) 1519 n r 1 OBSERVATION LE IN CTR
..: -.:, '
" S-17 MIN.
g 0 O N HO PITCH
15.58 10" 14"
AT MAIN 4"OSCH 40 PVC J
! BLDG & NEW ADD'N 15.28 TEE TEE oo°op0000°a0 0 ° o ° 0 c 'o' a ° - 4
1500 GAL H-20 9' AT i% 14.95 $oo°o°o°o°o°°o°0 14'78 ° ° CONNECT ENDS WITH 4"SCH40 SO ID V
(RAISE EXISTING INVERT, GAS BAFFLE 15.03 0 0 0 0 0 o O _ ° o- o -,o °°° ° '0 0 " 0 0
RE REO'D.) SEPTIC TANK 0 o PIPE AND VENT AS SHOWN.
4' UQ. LEVEL H-20 D -BOX ON 12" COMPACTED GRAVEL "�i;° - ° ° ° ° "��° ° -noo °°' °°°° ° ' w
S °
ACME OR EQUAL ACME DB9 H-20 OR EQUAL 14'54
(74
14.69
• 1 ,, INVERTS LEVEL FOR 1ST 2' O o
L; 20'±AT 6" GRAVEL & MECH.DEPTH OF FLOW = 4' WATER TEST D -BOX FOR LEVEL 14.19 754 SF LEACHING FIELD SAS 14.04 1 O
SLOPE) COMPACTION (TYP.) •TEE' SIZES: INLET DEPTH = 10" D -BOX NOTE: AT CONTRACTORS OPTION, 1y" TO 1-}- DOUBLE WASHED STONE 6" BELOW INVERT o 5' REMOVAL U7
_ N
FOUNDATION OUTLET DEPTH = 14" BOTTOM OF FIELD CAN BE SET OF UNSUITABLE SOILS REQUIRED I
UTILIZE SPEED LEVELERS OR EQUAL AT EL. 14.88' LEVEL ACROSS 29' DOWN TO C1 LAYER, SEE 00
SOIL LOG. ENGINEER TO INSPECT Z 0T
0
SEPTIC TANK -g'� /� p (^ ALL FILL CLEAN SAND.
SEPTIC 16 PROFI f i"' 29' LONG X 26' WIDE X 12" TOTAL THICKNESS LEACHING FIELD= 754 SF
SECTION A -A i LE ADJUSTED GROUNDWATER EL 9.04' REMOVE ALL E>ISTING SEPTIC COMPONENTS &CONTAMINATED SOIL V) O
PUMP AND REMOVE PER LOCAL AND STATE a
(NOT TO SCALE) REGULATIONS FOR COMMERCIAL SYSTEM ABANDONMENT V <
MINIMUM FRAME WEIGHT: 3 -FLANGE - 265 LBS.
4 -FLANGE - 295 LBS.
MINIMUM GRATE WEIGHT: 215 LBS.
PASS AREA: 255 SQ. IN.
FRAME AND GRATE
1" = 1'- 0"
FILL KNOCKOUT NOT USED W/MORTAR
A - A
WATER TIGHT MORTAR
FILL AT ALL INLETS AND
OUTLETS
2' LEVEL PIPE ® OUTLET (TYR)
PLAN SECTION B -B
9-5"0 OUTLET KNOCKOUTS
COVER TO BE REMOVED (SEE RISER DETAIL)
7"0 INLET KNOCKOUT
3"
N
INLE � INLET =
N L OUTLET
4" 10"
SECTION A -A SIDE
3" MASS DPW TYPE 11 BIT. CONC.
(2" BINDER, I" TOP)
O O 0 0 0 0 0 0 0 00 O O O 00 O O O`a�v�0 00iO°00°O°O°
0 0 0 0 0 000 0 o0d000000000000000000
oo o0
0 0 D o o. o° o PO 0 12" PROCESSED GRAVEL
° °° 0 ,'' O" MDPW M 1.03.1
0 0' a 0' o 0 o O 0''0 a ROLLER COMPACTED
o.. o0
000
O' o'
<71
o b o0 0 0 00 ° 6
9" MIN. COVER CLEAN COMPACTED FILL
36" MAX. COVER
MIRAFI 140 N
DISTRIBUTION
' NON -WOVEN FILTER FABRIC
H-20
OR EQUAL OVER PEASTONE
4" PERF. SCH40
1/2"=1'-0"
2" PEASTONE OVER PVC AT .005 FT./FT.
PRECAST
RIS
CROWN TITLE 5 ORIFICES
PRESENCE OF
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3/4" TO
1-1/2"
OUTLET DOUBLE
WASHED STONE
LEACHING FIELD
SECTION
SCALE: 1"=i'-0" APPROX.
_ET
DISTRIBUTION
BOX
H-20
H-20
1/2"=1'-0"
COMPACT BACKFILL IN 6"
PRECAST
RIS
NOTE: D -BOX TO BE WATER TESTED FOR LEVEL IN
PRESENCE OF
TOWN
UTILIZE
SPEED LEVELERS OR EQUAL
`
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t
12" X 3" HIGH CAPE COD BERM
EXCEPT AT ENTRANCES & GRANITE SECTIONS
8" H-20 F&G'S EL. 15.7 & 15.4
/- 2'X 2' GRATE (TYP.)
12"0
6'0X5' SHOREY SOLID
BASIN H-20 OR EQUAL
' ADJUSTI'4G COURSE
MORTAR
(TYP.)
HEAVY DUTY H-20 COVER
EL. 14,7
H-20
DRILL (2) 1"0 HOLES IN COVER
COMPACT BACKFILL IN 6"
PRECAST
RIS
LIFTS (NP. ALL DRAINAGE)
AS REO,
MIRAFI 140N FABRIC OVER
`
S
3" MIN, PEASTONE
\i
SOLID 12"0 HDPE DRILL (
O
ADS N-12 OR E0. HOLES
0.5% MIN.
O
SOLID 12"0 HDPE 'N''
o
nr'+•r'••r••;:i,.,++
_.._
ADS N-12 OR E0.
PROPOSED 2.D'
( YR.)
SET LEVEL INV. 12.7H-20
LEACHPIT
<
y
600 GAL.
.'d.
m
6'0X4'-5" SHOREY
N
LP H-20 OR EQUAL
II
4' MIN AROUND PIT
EL. 10.3
SECTION
THRU DRAINAGE
t
12" X 3" HIGH CAPE COD BERM
EXCEPT AT ENTRANCES & GRANITE SECTIONS
8" H-20 F&G'S EL. 15.7 & 15.4
/- 2'X 2' GRATE (TYP.)
12"0
6'0X5' SHOREY SOLID
BASIN H-20 OR EQUAL
' ADJUSTI'4G COURSE
MORTAR
(TYP.)
5.34 1
USGS PROBABLE WATER TABLE EL. 9.04
OBSERVED WATER TABLE 11-9-95 EL. 6.84
0.5
WELL: MIW 29
ZONE: A
INDEX: 9.0
ADJUST: 2.2
01-071
SHEET 2 OF 2
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0
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W
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tl
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01
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NOTE: PER HEALTH DEPT. AN AUGER HOLE TO CONFIRM GROUNDWATER ADJUSTMENT
Lj
IS REQUIRED PRIOR TO ISSUANCE OF A DISPOSAL
WORKS CONSTRUCTION PERMIT,
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DATE: 11/9/95
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C.)
v)
_
0
B.O.H. AGENT: SHAWN OBRIEN
SOIL EVAL.: CRAIG R. SHORT
PE
LOCATION: TH-1
ELEV.
DEPTH
15.84
0.0
ASPHALT/CONC
15.17
.67
FILL
E,14.34
1.50
a
V
B LOAMY SAND
p
12.84 10YR5/8
300
�
O O �-•
o
Z
F
Cl MED./COARSE
F
Q-, o ¢ co
SAND
PERC <2 MIN,/IN
U)
Q W
10YR6/6
2[�
w
10.84
5.00
n
w
E- (D
GOX
a N
J
co
Ey
Q
C2 MED./COARSE
USGS PROBABLE WATER 9.04
¢
V)
SAND
o
10YR6/6
F a
5.34 1
USGS PROBABLE WATER TABLE EL. 9.04
OBSERVED WATER TABLE 11-9-95 EL. 6.84
0.5
WELL: MIW 29
ZONE: A
INDEX: 9.0
ADJUST: 2.2
01-071
SHEET 2 OF 2