Decision 3818 - Proposedf Site Plan 2NOT TO SCALE
11 x IA"
24 1/4"
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VERTICAL GRANITE CURBING WHERE SPECIFIED
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PAVFMFNT ('RC)SS SECTION
NOT TO SCALE
11 x IA"
4 1/2"
FOURTH FLANGE AT BASINS
WITHOUT CURB INLET
4 1/2"
SECTION A -A
MINIMUM FRAME WEIGHT: 3 -FLANGE - 265 LBS.
4 -FLANGE - 295 LBS.
MINIMUM GRATE WEIGHT: 215 LBS.
PASS AREA: 255 SO. IN.
FRAME AND GRATE
1' = 1'- 0"
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SECTION A -A
MINIMUM FRAME WEIGHT: 3 -FLANGE - 265 LBS.
4 -FLANGE - 295 LBS.
MINIMUM GRATE WEIGHT: 215 LBS.
PASS AREA: 255 SO. IN.
FRAME AND GRATE
1' = 1'- 0"
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MORTAR
STD. KN
SAN
LOCATION OF SECOND INLET TEE
WHERE REQUIRED. TEE MUST BE
DIRECTLY UNDER OPENING
L q
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 ® GRADE
BRICK ADJUSTING COURSE AND
CASTING SET IN FULL MORTAR BED
24" I.D. PRECAST CONC. H-20 RISER
WHERE "D" EXCEEDS 14"
MORTAR BED AND FILLET
ALL AROUND
PRECAST CONIC. SEPTIC TANK H-20
SECTION A - A
NK RISER, FRAME & COV
1 /2" = 1'- 0"
"SEPTIC SYSTEM - GENERAL NOTES
- 26
- 34"
PLAN SECTION A -A
MIN. WT. FRAME AND COVER: 495 LBS
LE FRAME AND COVER:
1 = I'- 0"
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 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.
5"
CONNECT ENDS WITH 4"SCH40 SOLID
PIPE AND VENT UP SIDE OF BUILDING
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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 ® GRADE
BRICK ADJUSTING COURSE AND
CASTING SET IN FULL MORTAR BED
24" I.D. PRECAST CONC. H-20 RISER
WHERE "D" EXCEEDS 14"
MORTAR BED AND FILLET
ALL AROUND
PRECAST CONIC. SEPTIC TANK H-20
SECTION A - A
NK RISER, FRAME & COV
1 /2" = 1'- 0"
"SEPTIC SYSTEM - GENERAL NOTES
- 26
- 34"
PLAN SECTION A -A
MIN. WT. FRAME AND COVER: 495 LBS
LE FRAME AND COVER:
1 = I'- 0"
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 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.
5"
CONNECT ENDS WITH 4"SCH40 SOLID
PIPE AND VENT UP SIDE OF BUILDING
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EL. 10.3
MORTAR ALL COMPONENTS (TYP.)
SECTION
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MIRAFI 140N FILTER FAEIRIC OVER
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12" X 3" HIGH CAPE COD BERM
'AKES EQUALLY SPACED
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FILL KNOCKOUT NOT USED W/MORTAR
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PATER TIGHT MORTAR
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2' LEVEL PIPE ® OUTLET (TYR) jj 1U
PLAN SECTION 6-13
9-5"0 OUTLET KNOCKOUTS -
COVER TO BE REMOVED (SEE RISER DETAIL)
7"o INLET KNOCKOUT
3"
B
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_ INLET
/ T =
OUTLET N L _ J OUTLET
10"
SECTION A -A SIDE
UTLET DISTRIBUTION BOX H-20
1/2" = 1' - 0"
NOTE: D -BOX TO BE WATER TESTED FOR LEVEL IN PRESENCE OF TOWN
UTILIZE SPEED LEVELERS OR EQUAL
3" MASS DPW TYPE 111 DIT. CONC.
(2° BINDER, 1" TOP)
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4" PERF. SCH40
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TITLE 5 ORIFICES
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try ID 12'¢. HDPE
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PROPOSED 2.0' ( P.)
SET LEVEL IMV i 12.7
H-20
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MANHOLE COVER SEE DETAIL
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600 GAL.
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a -
6'0x4'-5" SHOREY
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-LP H-20 OP. EQUAL -
0
4' MIN AROUND PIT
SEE D -BOX DETAIL. 24"1).H-20 RISER
EL. 10.3
MORTAR ALL COMPONENTS (TYP.)
SECTION
THRU
DRAINAGE
IS REQUIRED PRIOR TO ISSUANCE OF A DISPOSAL WORKS CONSTRUCTION PERMIT.
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15.04 4 OS6T 4(, PVC ONES AT 0.57,, TITLE 5 ORIFICES.
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1
FIRST FLOOR EL.
OR EQUAL
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3'0 PRECAST DONUT2" OVER FIELD
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(EL. 18.68±) '
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18"0 OBSERVATION HOLE IN CTR.
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0.57,
PITCH
15.5b
10"
14
AT MAIN 15.28
BLDG & NEW ADD'N
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GAL H-20
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9'
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ACME 069 H-20 OR EQUAL
INVERTS LEVEL FOR 1ST 2' 14.69
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14.54
N
14
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20'±AT
6" GRAVEL & MECH.
DEPTH OF FLOW
= 4 WATER TEST D -BOX FOR LEVEL
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14
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( 1_5 7 SLOPE)
COMPACTION (TYP.) TEE
SIZES: INLET DEPTH
= 10" D- BOX
NOTE: AT CONTRACTORS OPTION, J" TO 1-4" DOUBLE WASHED
STONE 6" BELOW INVERT o
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5' REMOVAL
Un
FOUNDATION
OUTLET DEPTH
= 14"
BOTTOM OF FIELD CAN BE SET
AT EL. 14.88' LEVEL ACROSS
N
OF UNSUITABLE SOILS REQUIRED
-
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UTILIZE SPEED LEVELERS OR EQUAL
29
DOWN TO C1 LAYER, SEE
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-
SOIL LOG. ENGINEER TO INSPECT
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SEPTIC P R 0 F I L c
29' LONG X 26' WIDE X 12" TOTAL THICKNESS LEACHING
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ALL FILL CLEAN SAND.
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REGULATIONS FOR COMMERCIAL SYSTEM ABANDONMENT
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PLAN SECTION 6-13
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COVER TO BE REMOVED (SEE RISER DETAIL)
7"o INLET KNOCKOUT
3"
B
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/ T =
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10"
SECTION A -A SIDE
UTLET DISTRIBUTION BOX H-20
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NOTE: D -BOX TO BE WATER TESTED FOR LEVEL IN PRESENCE OF TOWN
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4" PERF. SCH40
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TITLE 5 ORIFICES
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600 GAL.
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B.O.H. AGENT: SHAWN OBRIEN
8" H-20 F&G'S EL. 15.7 & 15.4 SOIL EVAL.: CRAIG R. SHORT PE
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j 12"0 HDPE PIPOI
_I ELBOW
PROPOSED
600 GALLON PRECAST
H-20 CATCH BASIN
\SECTIONAL PLATE
6'0X5' SHOREY SOLID
BASIN H-20 OR EQUAL
LOCATION: TH-1
< ADJUSTING COURSE _ ELEV. DEPTH
MORTAR
(TVP.) 15.$4 0.0
ASPHALT/CONC
15.17 .67
FILL
14.34 1.50
B LOAMY SAND
12.84 10YR5/8 3.00
C1 MED./COARSE
SAND T_F�, PERC <2 MIN./IN
10YR6/6
10.84 5.00
USGS PROBABLE WATER 9.04 S C2 MED./COARSE
SAND
10YR6/6
5.34 1 1110.5
WELL: MEW 29
USGS PROBABLE WATER TABLE EL. 9.04 ZONE: A
OBSERVED WATER TABLE 11-9-95 EL. 6.84 INDEX: 9.0
ADJUST. 2.2
01-071
SHEET 2 OF 2
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01-071
SHEET 2 OF 2