HomeMy WebLinkAbout130 Midpine Road - Sewage Disposal Plan 2FFOPOFOUNDATION
L. 68.5
FINISH GRADE FINISH GRADE OVER
EL. 67.0 SEPTIC TANK 66.4
.;YS T �:M PROFIL=
NOT TO SCALE
ANISH GRADE OVER
DISTRIBUTION BOX 66.2
FINISH GRADE
OVER TRENCHES 66.0
RISERSTO6"
A �F FINISH GRADE r
E / ® "
-° o. -a � ",,• • o _ PRECAST CONCRETE
`r ,,`.-'`a;o.l'-,.1� _^ ':;'<';,°1:, '?', •e, p; °'"A 500 GALLON DRYWELLS
p: o: I RISER TO 6
b'3" MIN. b, OUTLET PIPE(S) LEVEL OF FINISH GRADE • % H-10 REINFORCED LOADING
MIN.SLOPE 1% 3•. i ° - FOR 2'(MIN.1% SLOPE 1 REO'D. TRENCH LENGTH = 33'-6"
6" MIN.SLOF ;1 /° ° BEYOND
MIN. bl b
��_ 13" MIN. 14" ,! SUM --
� C� 1 E
,,.
f' 64.26 64.00 MIN. s• P ` '
_� 63 4 63.26 } x o da ,, = -p' 1 °,' g,
-' PVC OR CAST IRON TEES eai. 0 0
GAS BAFFLE U ` ate° o {�'1 r
b •bl" A,.o
,6 DISTRIBUTION BOX 62.20 .I ±1 , ,;
_a
> MINIMUM INSIDE DIMENSION 12" 314" -1-112" DOUBLE EL.60.20
'•� 15500 GALLON u WASHED CRUSHED 314" -1-1 2" DOUBLE 4,
C OUT -ET INVERTS 2' BELOW INLET INVERT
PRECAST CONCRETE I 4 s.4' WASHED CRUSHED
o• o °I MIMLIUM CONCRETE WALL THICKNESS 2" STONE
' 1 y )'
IN.' )TALL ON COMPACTED LEVEL BASE STONE
BSMTTLR. `g ;; H-10 REINFORCED :1� BOTTOM T.H.#2 EL. 51.8
ELEV. 60.5
TRENCH SECTION
^�i ,' i. .'ro,o :�e.' `'o rJ•i'•'�, �',^o",. 0NOTE: EXCVT
== STRATUM IN ODER
SEPTIC TANK REMOVE ALLAAE &OBC IMPERVIOUS MATRERIALTO
MERVIOUSMATEERALO
I INSTALL ON COMPACTED LEVEL BASE WITHIN 5' OF THE SAS. REPLACE WITH CLEAN,
CLAY -FREE SAND
�0 `i J M � ��-' 1� Vii• Y {'f ld� / � .
isa �, •- s JJJ x �` ��O
3" OF 118" - 1/2"
DOUBLE WASHED
PEASTONE
314" -1-112" DOUBLE
WASHED CRUSHED
STONE
D+'*`� NUMBER OF TRENCHES 1
/v� b �; ✓` NUMBER OF DRYWELLS 3
-1--y ` .'' ry OBSERVATION PIT
b G NERAL NOTES. TSTBYRICK 7i?DD
/ / ,---'I2-- /moi moi'- \ a •+J'.� f oro BL .:'� M
1. ELEVAT IONS v,� Af%-c 6 Eu ON AbSL iv:ED PERCCLAT1014 RATE: < 2 MI_V./Pt
2. ALL PIPES IN 'HE SYSTEM MUST BE CAST IRON
OR SCHEDUL'r 40 PVC. WITNESSED BY: L.MULKEEN
3. HEALTH AGE' T/CAPE & ISLANDS ENGINEERING YARMOUTH BOARD 0: HEALTH
MUST BE NOT:: IED WHEN CONSTRUCTION IS DATE: SEPT.28,2000
6g� /� °°�ay22 COMPLETE PFORTOBACKFILLING. DESIGN DATA
4. ANY CHANGE:; IN THIS PLAN MUST BE APPROVED TEST HOLE #i EL.64.2 TEST HOLE #2 EL.62.0
91, MIN.
4" DIAM.
6" MAX.
ii•
OF HEALTH.
5"
BEN/ I
48"
5'-2"
148"
TRENCH WIDTH
, "
3" OF 118" - 1/2"
DOUBLE WASHED
PEASTONE
314" -1-112" DOUBLE
WASHED CRUSHED
STONE
D+'*`� NUMBER OF TRENCHES 1
/v� b �; ✓` NUMBER OF DRYWELLS 3
-1--y ` .'' ry OBSERVATION PIT
b G NERAL NOTES. TSTBYRICK 7i?DD
/ / ,---'I2-- /moi moi'- \ a •+J'.� f oro BL .:'� M
1. ELEVAT IONS v,� Af%-c 6 Eu ON AbSL iv:ED PERCCLAT1014 RATE: < 2 MI_V./Pt
2. ALL PIPES IN 'HE SYSTEM MUST BE CAST IRON
OR SCHEDUL'r 40 PVC. WITNESSED BY: L.MULKEEN
3. HEALTH AGE' T/CAPE & ISLANDS ENGINEERING YARMOUTH BOARD 0: HEALTH
MUST BE NOT:: IED WHEN CONSTRUCTION IS DATE: SEPT.28,2000
6g� /� °°�ay22 COMPLETE PFORTOBACKFILLING. DESIGN DATA
4. ANY CHANGE:; IN THIS PLAN MUST BE APPROVED TEST HOLE #i EL.64.2 TEST HOLE #2 EL.62.0
=0=
=A/E= LFS
10 YR 4/2
=B= LOAMY SAND
10YR 6/6
EL.60.7
=C1= FINE SAND
2.5YR 7/4
=C2= VERY FINE SAND
2.5YR 7/4
NO GROUNDWATER
4„
9„
45"
74"
=0=
=A/E= LFS
10 YR 3/2
=B= LOAMY SAND
10YR 5/6
=C1= FINE SAND
2.5YR 6/4
=C2= VERY FINE SAND
2.5YR 7/2
NO GROUNDWATER
NUMBER OF BEDROOMS 4
GARBAGE DISPOSAL NO
DAILY FLOW 440 GPD.
SEPTIC TANK REQUIRED 1500 GAL.
SEPTIC TANK PROVIDED 1500 GAL.
LEACHING REQUIRED 440 GPD.
EL.58.2
SOIL ABSORPTION SYSTEM CALCULATIONS:
SIDEWALL AREA = 186 SF.
186 SF. X.74 G/SF. =137 GPD.
BOTTOM AREA 441 SF.
441 SF. X 0.74 G/SF. = 326 GPD.
LEACHING PROVIDED = 463 GPD.
EL.51.8
7® I g 43,500 -Sr-
PROPOSED CONTOUR EL53.2 SINGLE FAMILY RESIDENCE
C.BASIN o ° 13, -- EXISTING CONTOUR ,,....
�\° o �� �.'0 of u1~'% PROPOSED SEWAGE DISPOSAL SYSTEM
\ GARAGE
;) OBSERVATION PIT �, . o, RICHARD
< ♦ \\ za z ? o JAMES y . PREPARED FOR
\ p! ♦ oa
�, .BEH -(HAND �, C
\\ slf \ 62.75' ❑ DISTRIBUTION BOX ?9894 �`5 PADGETT BUILDERS
♦��� } J °90FhFClSTEA����Q�
v o Q ,,o�A�E�, �• LOT 110 MIDPINE ROAD
y rn SEPTIC TANK r
! ` ° W YARMOUTH,MASS.
M SOIL ABSORPTION SYSTEM o v'i y
o Zo
V, PLAN NO. 092502 SCALE: AS NOTED
121.04' m w z _
RESERVE RESERVE AREA g o /��p�tN 0f �Assr FILE NO. 393ABA DATE: SEPT.25,2002
o NAVI cy� SEPTIC FILE NO. 71 PCS FILE: MIDPINE
c.BASIN 22.26 PIPE INVERT ELEVATION ? o � sA RLENI a
0 28065 CAPE & ISLANDS ENGINEERING
FIRESTONE DRIVE 8 110 0 0 0 .°EcisTER�� 800 FALMOUTH ROAD, SUITE 301C
PLOT PLAN 112 MASHPEE,MA 02649 (508) 477-7272
SCALE: V = 30' MAP SEC PCL LOT HSE Eu itLu
U
BY CAPE &ISLANDS ENGINEERING AND THE BOARD
OF HEALTH.
5"
BEN/ I
5. MATERIALS A 4 INSTALLATION SHALL BE IN
HYD.SPIN t
\
\
COMPLIANCE VITH THE STATE SANITARY CODE
8
EL.70.4 ,
[TITLE V] AND '_OC,AL APPLICABLE RULES AND
REGULATION,:
6. NORTH ARRGN IS FROM RECORD PLANS AND IS
NOT INTENDED FOR SOAR ENERGY PURPOSES.
/
7. WATER SLIPPY: MUNICIPAL WATER SYSTEM.
42"
�
—f -WATER SERVICE
\�27.00'\
—
8. FLOOD ZONE C [NON -HAZARD]—•
.........
0
9: THIS PROJECT DOES NOT INVOLVE ANY PHYSICAL
GROUND DI S- URBANCE OR VEGETATION REMOVAL
2 Payr. EL.
%
I
PROPOSED
WITHIN 100'01- WETLANDS,INLAND OR COASTAL
BANKS OR FL DOD HAZARD ZONES.
108"
66.5
x
Aaoi
�o
o
4 BDf'1`i4.HSE.
p
�' #1
Io
I >
c
�s
6,o
i M#2 LOT 110
LIEGEND
1321,
=0=
=A/E= LFS
10 YR 4/2
=B= LOAMY SAND
10YR 6/6
EL.60.7
=C1= FINE SAND
2.5YR 7/4
=C2= VERY FINE SAND
2.5YR 7/4
NO GROUNDWATER
4„
9„
45"
74"
=0=
=A/E= LFS
10 YR 3/2
=B= LOAMY SAND
10YR 5/6
=C1= FINE SAND
2.5YR 6/4
=C2= VERY FINE SAND
2.5YR 7/2
NO GROUNDWATER
NUMBER OF BEDROOMS 4
GARBAGE DISPOSAL NO
DAILY FLOW 440 GPD.
SEPTIC TANK REQUIRED 1500 GAL.
SEPTIC TANK PROVIDED 1500 GAL.
LEACHING REQUIRED 440 GPD.
EL.58.2
SOIL ABSORPTION SYSTEM CALCULATIONS:
SIDEWALL AREA = 186 SF.
186 SF. X.74 G/SF. =137 GPD.
BOTTOM AREA 441 SF.
441 SF. X 0.74 G/SF. = 326 GPD.
LEACHING PROVIDED = 463 GPD.
EL.51.8
7® I g 43,500 -Sr-
PROPOSED CONTOUR EL53.2 SINGLE FAMILY RESIDENCE
C.BASIN o ° 13, -- EXISTING CONTOUR ,,....
�\° o �� �.'0 of u1~'% PROPOSED SEWAGE DISPOSAL SYSTEM
\ GARAGE
;) OBSERVATION PIT �, . o, RICHARD
< ♦ \\ za z ? o JAMES y . PREPARED FOR
\ p! ♦ oa
�, .BEH -(HAND �, C
\\ slf \ 62.75' ❑ DISTRIBUTION BOX ?9894 �`5 PADGETT BUILDERS
♦��� } J °90FhFClSTEA����Q�
v o Q ,,o�A�E�, �• LOT 110 MIDPINE ROAD
y rn SEPTIC TANK r
! ` ° W YARMOUTH,MASS.
M SOIL ABSORPTION SYSTEM o v'i y
o Zo
V, PLAN NO. 092502 SCALE: AS NOTED
121.04' m w z _
RESERVE RESERVE AREA g o /��p�tN 0f �Assr FILE NO. 393ABA DATE: SEPT.25,2002
o NAVI cy� SEPTIC FILE NO. 71 PCS FILE: MIDPINE
c.BASIN 22.26 PIPE INVERT ELEVATION ? o � sA RLENI a
0 28065 CAPE & ISLANDS ENGINEERING
FIRESTONE DRIVE 8 110 0 0 0 .°EcisTER�� 800 FALMOUTH ROAD, SUITE 301C
PLOT PLAN 112 MASHPEE,MA 02649 (508) 477-7272
SCALE: V = 30' MAP SEC PCL LOT HSE Eu itLu
U