HomeMy WebLinkAbout64-69-75 Pamet Rd - Giift of Land002LOT 115
ACCESS COVERS MUST
ACCESS COVERS MUST
BE WITHIN 12' OF
BE WITHIN 10' OF
/3•o FINISHED GRADE
M1N.2' OF
FIRST 2' TO
_
FIRST 2'
TO
PEASTONE
BE LEVEL
PEA TONE
4' PVC
LEACHING TRENCH
4' PVC
SCHEDULE 40
......
TRESCHEDULE
/000 GAL. 9.v
LEACHING
40PUMPCHAMBER2
f3. z.
i 1 o
S OUTLET
<LEVE7Lf
q4
ll/2'
BREAKOUT WALL
l0' MIN.
D -BOX
DIA.
WASHED
STONE
EY /STi tJu GA'tiDE c'L S,5 �
PROFILE: NOT TO SCALE
DESIGN CRITERIA :
INVERT
ELEVATIONS
DESIGN FLOW :
INVERT
AT BUILDING :
c/ S
Z BEDROOMS AT 110 G.P.D. PER
INVERT
IN SEPTIC TANK
9•2S
BEDROOM EQUALS 2 Zo G.P.D.
INVERT
S OUTLET
3/4 - 11/2'
BREAKOUT WALL
INVERT
IN DIST BOX
ID' MIN.
D -BOX
DIA.WASHED
£' S
SEPTIC TANK REQUIRED :
INVERT
IN LEACH TRENCH:
9.2
STONE
BOTTOM
ExiaTi .: 4afi0s t�
1,0
SEPTIC TANK PROVIDED : lex--O GAL
OBSERVED GRND WATER
3,0
SIZE OF LEACHING FACILITY
PROFILE:
NOT TO SCALE
DESIGN CRITERIA :
INVERT
ELEVATIONS
DESIGN FLOW :
INVERT
AT BUILDING : y•o
3 BEOROOMS AT 110 G.P.D. PER
INVERT
IN SEPTIC TANK "�'•f3S
PROVIDED : 50' c r / ' I•I i/'4) TCc �,cH
BEDROOM EQUALS '330 G.P.D.
INVERT
OUT SEPTIC TANK
No GARBAGE GRINDER
INVERT
IN PUMP CHAMBER:
INVERT
OUT PUMP CHAMBER: 3.s'
SEPTIC TANK REQUIRED :
INVERT
IN DIST BOX P _
330 G.P.D. X 1507. - `19S GAL.
INVERT
OUT DIST BOX
SEPTIC TANK PROVIDED : /c'c�o GAL.
INVERT
IN LEACH TRENCH: �3•Z
SIZE OF LEACHING FACILITY
BOTTOM
OF LEACH TRENCH: "
REQUIRED : 330 GAL/DAY
OBSERVED GRND WATER 3 '�
DESIGN PERC RATE _ z MIN/INCH
PROV I DED : 3. 20'
SIDEWALL : /2o S.F.X-S-3oG GPO
BOTTOM Go S. F. X A 0 - Ga GPD
TOTAL /04 S.F.-34-c_GPD
s.
H
SOIL TETEST/�PI T�
DATA
NNRD[OLATSDN 09StLRAVTES
PTEStT GROLBJl7WATER
TPX / TPa 2
GRNO.EL. GRND. EL _,�
G.W.EL." G. W. EL. 3,12
2' -3•(�
3' z.�
<APt)
DATE: 1-16-91
TEST BY: STr-'57r11AA5
W l TNESSED BY: AUC E rJU-.=7114
PERC.RATE: 41 MIN/INCH
GENERAL DOTES
I. THIS PLAN IS FOR THE DESIGN AND
CONSTRUCTION OF THE SEWAGE DISPOSAL
FACILITY ONLY.
2. ALL CONSTRUCTION METHODS AND
MATERIALS FOR THE SEPTIC SYSTEM
SHALL CONFORM TO MASS. D.E.O.E.
TITLE 5 AND LOCAL BOARD OF
HEALTH REGULATIONS.
3. ALL SEPTIC SYSTEM COMPONENTS LOCATED
UNDER PAVEMENT SHALL BE DESIGNED TO
WITHSTAND H-20 LOADING.
4. ALL SEWER PIPE SHALL BE SCHEDULE
40 OR APPROVED EQUAL.
5. BEFORE CONSTRUCTION CALL 'DIG -SAFE`
1-800-322-4844 FOR LOCATION OF
UNDERGROUND UTILITIES.
6. VERT I CAL DATUM IS : N S V D
7. BENCH MARK USED
B. FOR BENCH MARKS SET SEE SITE PLAN.
LOT 116
ACCESS COVERS MUST
BE WITHIN 10' OF
13,0 FINISHED GRADE
_
FIRST 2'
TO
MIN.2' OF
BE LEVEL
PEA TONE
4' PVC
LEACHING TRENCH
% S
SCHEDULE 40
/000 GAL. 9.v
9.25 SEPTIC TANK 8 1
f3. z.
i 1 o
S OUTLET
3/4
ll/2'
BREAKOUT WALL
l0' MIN.
D -BOX
DIA.
WASHED
STONE
EY /STi tJu GA'tiDE c'L S,5 �
PROFILE: NOT TO SCALE
DESIGN CRITERIA :
INVERT
ELEVATIONS
DESIGN FLOW :
INVERT
AT BUILDING :
c/ S
Z BEDROOMS AT 110 G.P.D. PER
INVERT
IN SEPTIC TANK
9•2S
BEDROOM EQUALS 2 Zo G.P.D.
INVERT
OUT SEPTIC TANK
: 9.0
GARBAGE GRINDER
INVERT
IN DIST BOX
�� 7
INVERT
OUT DIST BOX
£' S
SEPTIC TANK REQUIRED :
INVERT
IN LEACH TRENCH:
9.2
OZ -0 G.P.D. X 1507 - 3 3=� GAL.
BOTTOM
OF LEACH TRENCH:
1,0
SEPTIC TANK PROVIDED : lex--O GAL
OBSERVED GRND WATER
3,0
SIZE OF LEACHING FACILITY
REQUIRED : ZZ -2 GAL/DAY
DESIGN PERC RATE _ -' 2- MIN/INCH
PROVIDED : 50' c r / ' I•I i/'4) TCc �,cH
SIDEWALL : X00 S.F.X 2•S - 25o GPD
BOTTOM —5,1> S.F. X /•v So GPD
TOTAL /50 S. F. 300 GPO
PR OP O SEO SEP T / C SYSTEM OE -,5101v
/ /V
V'/EST YKARMOUTH, MSI SS
V!,
P R EP.�I R EO FOR ;
T O wry o y,A M o u 7 -
el G
olt
l® Sea�Oarcz' La�1e
fffi ann s . �Lla .
02 6® I
JOB N0; %o-Z8G FIELD; T.o.Y. CALC;cF&-,/M i I CHECK;cFw/sAE+ DRN;c,'��ssFN