HomeMy WebLinkAboutEngineered Plan - 2014ACCESS COVERS MUST BE WITHIN "
9 MINIMUM. INVERT ELEVATIONS: DESIGN CRITERIA.- GENERAL NO TES :
6 OF FINISH GRADE 3 ' MAXIMUM COVER
102.67 FIRST 2' TO INVERT AT BUILDING: 99.5 DESIGN FLOW:
BE LEVEL MIN 2' OF PEASTONE INVERT IN SEPTIC TANK: 99.0 4 'BEDROOMS AT 1/0 G.P.D. PER I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
OR F I L TER FABRIC INVERT OUT SEPTIC TANK. 98.75 BEDROOM EQUALS 440 G.P.D. OF THE SEWAGE DISPOSAL SYSTEM ONLY.
4' DIAN PIPE 3/4" - I 1/2' DIA. INVERT IN DIST. BOX 97.77
Q NO GARBAGE GRINDER 2. VER T I CAL DATUM IS ASSUMED. FOR BENCH MARKS
99 .5. � 98. T5 9T. 6 ''� 2' �o
DOUBLE WASHED STONE INVERTOUTDIST. BOX: 97.6
v GAS ,/ :1 1 ,� 5.5 INVERT T l N L EACH CHAMBER: 97.5 EE S I TE PLAN,
99.0 BAFFtE 97.77 9T.5 SEPTIC TANK REQUIRED:
SET. S
3 OUTLET 2-500 GAL LEACHING CHAMBERS BOTTOM OF LEACH CHAMBER: 95.5 440 G.P.D. X 20OX - 880 GAL. J. ALL CONSTRUCTION METHODS AND MATERIALS AND
D -BOX W14* STONE AROUND. 12.8'w x 33 ' 1 x 2'd ADJUSTED GROUND WATER: NIA -
.SEPTIC TANK PROVIDED:MAINTENANCE ISOO GAL. MIN. OF THE SEPTIC SYSTEM SHALL
1500 GAL H-20 OBSERVED GROUND WATER: NIA
CONFORM TO MASS.. D.E.P. TITLE 5 AND LOCAL
SEPTIC TANK 6" CRUSHED STONE OR BOTTOM OF TEST HOLE I: 90.3 SOIL ABSORPTION SYSTEM REQUIRED: BOARD OF HEALTH REGULATIONS.
COMPACTED BASE
:'.DESIGN PERC RATE f 5'MiN/INCH.
PROFILE
SOIL TEXTURAL CLASS - I 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
NOT TO SCALE
EFFLUENT L OAD l NG RATE = 0.74 GPD/SF AREAS SUBJECT TO VEHICULAR TRAFF l G OR GREATER
N 440 GPD / 0.74 GPD/SF - 595 S.F. REQUIRED THAN 3" IN DEPTH ..SHALL 'BE CAPABLE OF WITH-
STANDING H-20 WHEEL LOADS.
PROVIDED: 2-500 GAL LEACHING CHAMBERS
WI4' STONE AROUND. A-606 S.F. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
606 S.F. x 0.74 - 448 G.P.D. APPROVED EQUAL.
Sc,
R 6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED
j% SOIL TEST P I T DATATA ® PRECAST CONCRETE OR APPROVED POLYETHYLENE.
�Q ^^ INDICATES INDICATES
BOTH SHALL BE WATERTIGHT, D -BOX SHALL BE WATER
p
PERCOLATION OBSERVED TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE
TEST GROUNDWATER OUTLET.
S 8!'sa .3S TP #I 7. BEFORE CONSTRUCTION CALL 'DIG -SAFE
'93.75' - `,;�- c �
/R HORIZON TEXTURE COLOR 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT,
UP 0" 100.3 - FOR LOCATION OF UNDERGROUND UTILITIES.
o ' o MUL CH
8. EXISTING CESSPOOLS TO BE PUMPED DRY. REMOVED
Q5 ----------------------- 99.9
� l 62 � AND BACKFILLED WITH SAND
1 L O T A LOAMY IOYR SAND 312
12.353+ S.F. l0" - - - - - - - - - - - - - - - - - 99.5 9. ALL THREE EXISTING 'OUTLETS AT THE DWELLING TO
3 LOAMY IOYR BE RELOCATED TO THE LOCATION AND ELEVATION
SAND 5/6 SHOWN.
\ 30------------------------ - 97.8
C/ FINE -MED IOYR
BEDRooM48'
DINIAto
\ SAND 6/6
1`
4J
RoOA/ /
I111MG
Y ROOBATH i
_ - .M
O ROOM K1 TCf/EN l -
° ReoROov t / 3 BEDROoM
M
Q, c� _ NO WATER 90.3
120
(Oi .BATH
PoRcy c o DATE: JULY 3. 2014
tAg ,
�,i c 4� x TEST BY: STEPHEN HAAS a X7 7
1t� SEE NOTE 9. O
, Q SM CORNER, STEP /
.WITNESSED BY: AMY VONHONE
EL -102.21 �\o� +loz.o SECOND FLOOR PLAN T'll me Date
PERC RATE: C 2 MI NII NCH
15 Y GARAGE �
2 o CESSPOOL A
y +101.4 N
.:.: lsbo cat 6N
- - _ ... SEPTIC 7ANKN0 4
12 -OAK- - / �yL �C //0JOHN
'&r
F'• Q.
i Z.
-� 20 OAK w o DEMAREST, JR. u' !> 1 �' •:
/ -
(8 flAK D=80X.' ry /00 2 tl ,
O A 36859"
o
r. SAO
TPmf 2-566- GALLON ` SUR
jEACHING CHAMBERS
o I W/4 • STONE AROUND
"OAKS Tom' �
, 75 ` 99.3
99.2 1 6'MAPLE N ff1 9 rJQ'J$
99_/ SEP T l C SYS TEM CIES l GN
38.4
- 5 BAS S R l VER ROAD MAP 70. PARCEL 102
s SOUTH YARMOUTH MA
y
a LEGEND PREPARED FOR:
e LOCUS
W 1 Lf... l AM SMI TH
CB CONCRETE. BOUND
---W WATER L I NE
3 1 2014
O HYDRANT S CA L E: / 20- -JULY
G GAS LANE � /�
OHW_ OVER HEAD WIRES STEPHEN /`"'1 HAAS � A S
ZS -# LIGHT POST
ENG I NEER I N G, INC
R
--E- UNDERGROUND ELECTRIC LINE
923 Route 6A
-T- UNDERGROUND TELEPHONE L INE zo�_ CTV- "UNDERGROUND CABLEVISION LINE-���.1 I\�Yca rmou t hpo r t MA . 02675
-i / I /1,/�� SOS 362-8132
a x-40.4 SPOT ELEVATION (SOS)
�^, i _.,__.--40- EXISTING `CONTOUR
L O I. V S t Vl A 1 0 10 20 40 40 PROPOSED CONTOUR JOB NO: 14-037