HomeMy WebLinkAbout130 Midpine Road - Sewage Disposal Plan 3TOP OF
FOUNDATION
' EL. 68.5
1
7_
r 0 1�o-
-0
. 1. -
BSMT.FLR.
ELEV. 60.5 0' -.`,
' ' I •10.'.P Y�.-i -S
I
1.
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FINISH GRADE FINISH GRADE OVER
EL. 67.0 SEPTIC TANK 66.4
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-72
BENCHMARK
HYD.SPIN
-/� _WATER SERVICE -- \� 27:00' o
0
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.........\l WU'�
PA
VTRIO. EL. / I r PROPOSED A00'1
66.5 i o 4B f Y.HSE.
o #, I o �� I ®#2 LOT 110
U 1 ; 43,500 SF:
\/ 70-T
C.BASIN \ o ---- \
p 13' \
O o \
\ �^ GARAGE \
\ 24.00'
- E,yG �� v�,�> M W o
>
X27 R S71 \ o .
o
\� 121.04'
C.BASIN
PLOT PLAN FIRESTONE DRIVE
SCALE: 1" = 30'
�RISERS TO 6"
F FINISH GR
•J 6
�
b91N.
13" MIN. 14"
MIN.
PVC OR CAST IRON TEES
GAS BAFFLE
1500 GALLON J
PRECAST CONCRETE
H-10. REINFORCED
a
Sr '�° �' Ivor, ar ��°r„rr® ,•',,0�',e `I°rr0•,DrP
SEPTIC TANK
INSTALL ON COMPACTED LEVEL BASE
NO -
REMOVE ALL =A= & =B= IMPERVIOUS MATERIAL
WITHIN 5' OF THE SAS. REPLACE WITH CLEAN,
CLAY -FREE SAND
ti =4
�-
c
9" MIN.
4" DIAM.
PROFILE
ell
���
SYSTEM
NOT TO SCALE
FINISH GRADE OVER
01.
DISTRIBUTION BOX 66.2
FINISH GRADE
TRENCH WIDTH
i n
-
OVER TRENCHES 66.0
_• PRECAST CONCRETE
°
RISER TO 6"
A^
500 GALLON DRYWELLS
o'
OF FINISH GRADE /'
'0
i
H-10 REINFORCED LOADING
OUTLET PIPE(S) LEVEL
-
FOR 2'(MIN.1%SLOPE
1 REQ'D.
TRENCH LENGTH = 33'-6"
OPE t%
BEYOND)nEL.63.0
Q
- :✓
6.. SUMP,
I �,b ar.r
Qa{_v '.r o(br ; .'J ',
�: '.r oiO:r
1,3.75
63.3
:1: :.., b:r
63.26
°:rte
r:, '' ; '` o'ffit
"DISTRIBUTION
;o
BOX
62.20
;'''o,•.,:;
'
EL.60.20
MINIMUM INSIDE DIMENSION.12"
314"-1-112" DOUBLE
3/4" -1-1 2" DOUBLE
OUTLET INVERTS 2" BELOW INLET INVERT
4'
WASHED CRUSHED
8.4' WASHED
CRUSHED
4
MIN MUM CONCRETE WALL THICKNESS 2"
STONE
STONE
iN3TALL ON COMPACTED LEVEL BASE -
BOTTOM T.H.#2 EL. 51.8
TRENCH SECTION
TE EXCAVATE TO -C= STRATUM IN ORDER TO
NO -
REMOVE ALL =A= & =B= IMPERVIOUS MATERIAL
WITHIN 5' OF THE SAS. REPLACE WITH CLEAN,
CLAY -FREE SAND
ti =4
�-
c
3" OF 118" -1/2"
DOUBLE WASHED
PEASTONE
1-1/2" DOUBLE
WASHED CRUSHED
STONE
0 13 -2
i r NUMBER OF TRENCHES 1
NUMBER OF DRYWELLS 3
OBSERVATION PIT
C rNERAL NOTES: TEST BY RICK JUDD
1. ELEVATIONS ,HOWN ARE BASED ON ASSUMED PERCOLATION RATE < 21.411`/IN
2. ALL PIPES IN:' -
.�::_ ......_.. ._.---vn�1 �.w•z V�.l i`V r;bJa tSI: L.-JLULi_Lt._V
OR SCHEDUL: 40 PVC. YAR-NMOUTH BOARD OF H3A_TH
3. HEALTH AGEidT/CAPE & ISLANDS ENGINEERING DATE: SEPT.2S,2000
MUST BE NO TIED WHEN CONSTRUCTION IS DESIGN DATA
COMPLETE P .IOR TO BACKFILLING.
4. ANY CHANCES IN THIS PLAN MUST BE APPROVED TEST HOLE #1 EL.642 TEST HOLE #2 EL.62.0
BY CAPE & ISLANDS ENGINEERING AND THE BOARD 0., 0" =O= _O=
OF HEALTH. 5r=A/E= LFS =A/E=LFS
5. MATERIALS AND INSTALLATION SHALL BE IN 8 10 YR 3/2
COMPLIANCE WITH THE STATE SANITARY CODE
[TITLE V] AND '-OCAL APPLICABLE RULES AND =B= LOAMY SAND
REGULATION`:. 10YR5/6B=LOAMY SAND
6. NORTH ARRCW IS FROM RECORD PLANS AND IS
NOT INTENDED FOR SOLAF: ENERGY PURPOSES.
7: WATER SUPFLY: MUNICIPAL WATER SYSTEM. 42"
8. FLOOD ZONE: C [NON -HAZARD] - =C1= FINE SAND =C1=FINE SAND
9. THIS PROJECT DOES NOT INVOLVE ANY PHYSICAL 2.5YR6/4
GROUND DISTURBANCE OR VEGETATION REMOVAL
WITHIN 100'G= WETLANDS,INLAND OR COASTAL 108" 74"
BANKS OR FLOOD HAZARD ZONES.
=C2= VERY FINE SAND
=C2= VERY FINE SAND
2.5YR 7/2
NO GROUNDWATER
LEGEND NO GROUNDWATER
10YR 4/2
=
lOYR 6/6
EL.60.7 45"
2.SYR 7/4
2.SYR 7/4
9,.
NUMBER 0 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
132
-57. EL.53.2 - PROPOSEDCONTOUR SINGLE FAMILY RESIDENCE
EXISTING CONTOUR vwv
a of JQJ. 4` PROPOSED SEWAGE DISPOSAL SYSTEM
�1 OBSERVATION PIT . o, RirMARO vyGN ; PREPARED FOR
- z JAMES �. ► .
-, - - 0 S BERTRAND
-62.75' ❑ DISTRIBUTION BOX ?9694 }a PADGETT BUILDERS
F. ofrO9oFSFG/S'IEP`��\�`�°"Q�' - - LOT 110 MIDPINE ROAD
s �► �Gs>�E"� a� YARMOUTH,MASS.
0 o o SEPTIC TANKui
'
I w l SOIL ABSORPTION SYSTEM 'u o w SCALE: AS NOTED
o [ PLAN NO. 092502
RESERVE RESERVE AREA ? '��t 0r ygss FILE NU. 393ABA DATE: SEPT.25,2002
CIL o PCS FILE: MIDPINE
N w DAVID yN SEPTIC FILE N0. 71
rn CHP•RLES
22.26 PIPE INVERT ELEVATION �5 SANICKI ti
0 0 26085 CAPE & ISLANDS ENGINEERING
STE?, 800 FALMOUTH ROAD, SUITE 301C
112 j 8 110 a 0 0 �fGI
8 LAND o MASHPEE,MA 02649 (508) 477-7272
MAP SEC PCL LOT HSEmac-
- -
9" MIN.
4" DIAM.
36" MAX.
ell
���
...•. .i -� %?®•i'o'n, '''�'_t7
11T,° ter''- r � ♦,
01.
TRENCH WIDTH
i n
3" OF 118" -1/2"
DOUBLE WASHED
PEASTONE
1-1/2" DOUBLE
WASHED CRUSHED
STONE
0 13 -2
i r NUMBER OF TRENCHES 1
NUMBER OF DRYWELLS 3
OBSERVATION PIT
C rNERAL NOTES: TEST BY RICK JUDD
1. ELEVATIONS ,HOWN ARE BASED ON ASSUMED PERCOLATION RATE < 21.411`/IN
2. ALL PIPES IN:' -
.�::_ ......_.. ._.---vn�1 �.w•z V�.l i`V r;bJa tSI: L.-JLULi_Lt._V
OR SCHEDUL: 40 PVC. YAR-NMOUTH BOARD OF H3A_TH
3. HEALTH AGEidT/CAPE & ISLANDS ENGINEERING DATE: SEPT.2S,2000
MUST BE NO TIED WHEN CONSTRUCTION IS DESIGN DATA
COMPLETE P .IOR TO BACKFILLING.
4. ANY CHANCES IN THIS PLAN MUST BE APPROVED TEST HOLE #1 EL.642 TEST HOLE #2 EL.62.0
BY CAPE & ISLANDS ENGINEERING AND THE BOARD 0., 0" =O= _O=
OF HEALTH. 5r=A/E= LFS =A/E=LFS
5. MATERIALS AND INSTALLATION SHALL BE IN 8 10 YR 3/2
COMPLIANCE WITH THE STATE SANITARY CODE
[TITLE V] AND '-OCAL APPLICABLE RULES AND =B= LOAMY SAND
REGULATION`:. 10YR5/6B=LOAMY SAND
6. NORTH ARRCW IS FROM RECORD PLANS AND IS
NOT INTENDED FOR SOLAF: ENERGY PURPOSES.
7: WATER SUPFLY: MUNICIPAL WATER SYSTEM. 42"
8. FLOOD ZONE: C [NON -HAZARD] - =C1= FINE SAND =C1=FINE SAND
9. THIS PROJECT DOES NOT INVOLVE ANY PHYSICAL 2.5YR6/4
GROUND DISTURBANCE OR VEGETATION REMOVAL
WITHIN 100'G= WETLANDS,INLAND OR COASTAL 108" 74"
BANKS OR FLOOD HAZARD ZONES.
=C2= VERY FINE SAND
=C2= VERY FINE SAND
2.5YR 7/2
NO GROUNDWATER
LEGEND NO GROUNDWATER
10YR 4/2
=
lOYR 6/6
EL.60.7 45"
2.SYR 7/4
2.SYR 7/4
9,.
NUMBER 0 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
132
-57. EL.53.2 - PROPOSEDCONTOUR SINGLE FAMILY RESIDENCE
EXISTING CONTOUR vwv
a of JQJ. 4` PROPOSED SEWAGE DISPOSAL SYSTEM
�1 OBSERVATION PIT . o, RirMARO vyGN ; PREPARED FOR
- z JAMES �. ► .
-, - - 0 S BERTRAND
-62.75' ❑ DISTRIBUTION BOX ?9694 }a PADGETT BUILDERS
F. ofrO9oFSFG/S'IEP`��\�`�°"Q�' - - LOT 110 MIDPINE ROAD
s �► �Gs>�E"� a� YARMOUTH,MASS.
0 o o SEPTIC TANKui
'
I w l SOIL ABSORPTION SYSTEM 'u o w SCALE: AS NOTED
o [ PLAN NO. 092502
RESERVE RESERVE AREA ? '��t 0r ygss FILE NU. 393ABA DATE: SEPT.25,2002
CIL o PCS FILE: MIDPINE
N w DAVID yN SEPTIC FILE N0. 71
rn CHP•RLES
22.26 PIPE INVERT ELEVATION �5 SANICKI ti
0 0 26085 CAPE & ISLANDS ENGINEERING
STE?, 800 FALMOUTH ROAD, SUITE 301C
112 j 8 110 a 0 0 �fGI
8 LAND o MASHPEE,MA 02649 (508) 477-7272
MAP SEC PCL LOT HSEmac-
- -