HomeMy WebLinkAboutEngineered Plan - 2016rNsAyiz
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1 /0. Ot t
109. 35 lU! ',
1000 GALLON
GREASE TRAP
F%
ACCESS COVERS MUST BE WITHIN OR FILTER FABRIC
9" MINIMUM.
6" OF FINISH GRADE 3' MAXIMUM COVER
FIRST 2' TO
BE LEVEL MIN 2" OF PEASTONE
.'
EFFLUENT
6' FILTER
314" - / 112" D/,4.
108.75 /06.5 DOUBLE WASHED STONE
GAS BAFFLE / 06.67 8X 51 106. 0 ° 1, 104.0
1000 c soo c 3 OUTLET
2-500 GAL LEACHING CHAMBERS
0 -BOX W/4' STONE AROUND, 12.8'w x 25'1 x 2'd
1500 GAL H-20
2 COMPARTMENT 6' CRUSHED STONE OR
SEPTIC TANK COMPACTED BASE
PROF I L E: NOT TO SCALE co 114,reD 106.6
1
I
_/?® &P-esl
LEGEND
® CB CONCRETE BOUND
-W WATER L I NE
O HYDRANT
-G GAS LINE
OHW- OVER HEAD WIRES
1$- L I GHT POST
-E- UNDERGROUND ELECTRIC LINE
-T- UNDERGROUND TELEPHONE LINE
-CTV- UNDERGROUND CABLEVI SION LINE
+ 40.4 SPOT ELEVATION
---40 ------- EXISTING CONTOUR
L OCUS MA P 4Q PROPOSED CONTOUR 0 10 20 40
INVERT EL E VA
T I ONS :
DESIGN CRITERIA:
GENERAL NO TES :
INVERT AT BUILDING:
1 /0.0+
DESIGN FLOW: SUPERMARKET
/10.0
INVERT IN GREASE TRAP:
109.35
2450 SF AT 97 GPD1/000 SF -238 GPD
l .
THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
INVERT OUT GREASE TRAP:
109.1
SAND 3/2
OF THE SEWAGE DISPOSAL SYSTEM ONLY.
INVERT. IN SEPTIC TANK:
109.0
GREASE TRAP REQUIRED:
- - - - - - --- - - -- --
LOAMY IOYR
109.2
INVERT OUT SEPTIC TANK:
108.75
ESTIMATE 50% KITCHEN FLOW - 119 GPD
2.
VERTICAL DATUM IS ASSUMED, FOR BENCH MARKS
GREASE TRAP PROVIDED. 1000 GAL MIN
SAND 514
SET, SEE SITE PLAN.
INVERT IN DIST. BOX:
106.67
26'
- ---- ---- - -- ---
107.6
INVERT OUT DIST. BOX:
106.5
SEPTIC TANK REQUIRED: 2 COMPARTMENT
J.
ALL CONSTRUCTION METHODS AND MATERIALS AND
INVERT IN LEACH CHAMBER:
106.0
238 G.P.D. X 200% - 476 GAL 1st COMP.
SAND 716
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
BOTTOM OF LEACH CHAMBER:
104.0
238 G.P.D. X 100% - 238 GAL 2nd COMP.
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
ADJUSTED GROUND WATER:
NIA
SEPTIC TANK PROVIDED: 1500 GAL 2 COMP.
BOARD OF HEALTH REGULATIONS.
OBSERVED GROUND WATER:
NIA
44'
BOTTOM OF TEST HOLE #l:
100.0
SOIL ABSORPTION SYSTEM REQUIRED:
4.
ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
W I TH TITLE 5.
DESIGN PERC RATE C 5 MI NII NCH
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
l0. PLUMBING PERMIT REQUIRED TO RELOCATE KITCHEN
SOIL TEXTURAL CLASS - l
NO WATER
THAN 3 ' IN DEPTH SHALL BE CAPABLE OF WI TH-
AND PREP SINK WASTE TO THE GREASE TRAP.
EFFLUENT LOADING RATE - 0.74 GPDISF
DATE: SEPTEMBER 15. 2016
STANDING H-20 WHEEL LOADS.
GREASE TRAP TO BE VENTED ACCORDING TO THE
238 GPD / 0.74 GPD/SF - 328 S.F. REQ'D
TEST BY: STEPHEN HAAS
PLUMBING CODE.
- _ - -_
--- -_..-WrIWE-SED
5.
ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
PROVIDED: 2-500 GAL LEACHING CHAMBERS
PERC RATE: ( 2 MIN/INCH
APPROVED EQUAL.
-
W14' STONE AROUND. A-471 S.F.
471 S.F. x 0.74 - 348 G. P.O.
6.
SEPTIC TANK AND D -BOX SHALL BE REINFORCED
PRECAST CONCRETE OR APPROVED POLYETHYLENE.
SOIL TEST PIT DA TA &
BOTH SHALL BE WATERTIGHT. D -BOX SHALL BE WATER
los. s I
FOR LEVEL WHEN THERE IS MORE THAN ONE
/
I ND I CA TES I ND I CA TES
PERCOLATION = OBSERVED
OUTLET.
-
TEST GROUNDWATER
YTESTED
I
�`
TP #1
7
BEFORE CONSTRUCTION CALL 'DIG -SAFE'
BM. MAG NAIL SET
EL -115.04
/V/
S EP T / C SYS TEM DES l ON
YARMOUTHPOR T V l L LAGS STORE'
000 ROUTE -6A, MAP / 20, PARCEL 21
YARMOUTHPOR T . MA .
PREPARED FOR
`JE)=F_ MARSHALL
SC4LE:
l " - 20' SEPTEMBER 00. 2016
STEPHEN A. HAAS
ENGINEERING, INC
P. O. B o x 16
South Dennis MA 02660
( 508) 362-8132
JOB NO: 16-057
HORIZON TEXTURE COLOR
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
O"
/10.0
M
LOAMY IOYR
A
FOR LOCATION OF UNDERGROUND UTILITIES.
SAND 3/2
o�
10"
- - - - - - --- - - -- --
LOAMY IOYR
109.2
8. EXISTING SEPTIC SYSTEM TO BE PUMPED DRY.
B
SAND 514
REMOVED AND BACKFILLED.
26'
- ---- ---- - -- ---
107.6
'
C / EINE-MEDIUM IOYR
SAND 716
9. ALL UNSUITABLE MATERIAL (A A B HORIZONS)
ENCOUNTERED BELOW THE INVERT OF THE LEACHING
FACILITY TO BE REMOVED FOR A DISTANCE OF 5'
44'
AROUND AND REPLACED WITH SAND IN ACCORDANCE
W I TH TITLE 5.
l0. PLUMBING PERMIT REQUIRED TO RELOCATE KITCHEN
120_
NO WATER
100.0
AND PREP SINK WASTE TO THE GREASE TRAP.
DATE: SEPTEMBER 15. 2016
GREASE TRAP TO BE VENTED ACCORDING TO THE
TEST BY: STEPHEN HAAS
PLUMBING CODE.
- _ - -_
--- -_..-WrIWE-SED
-BY.-AMY -VONHONE---<_-'-
PERC RATE: ( 2 MIN/INCH
BM. MAG NAIL SET
EL -115.04
/V/
S EP T / C SYS TEM DES l ON
YARMOUTHPOR T V l L LAGS STORE'
000 ROUTE -6A, MAP / 20, PARCEL 21
YARMOUTHPOR T . MA .
PREPARED FOR
`JE)=F_ MARSHALL
SC4LE:
l " - 20' SEPTEMBER 00. 2016
STEPHEN A. HAAS
ENGINEERING, INC
P. O. B o x 16
South Dennis MA 02660
( 508) 362-8132
JOB NO: 16-057