HomeMy WebLinkAbout691 Willow Street Proposed Sewage Disposal SystemTOP FAUN.
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FINISH GRADE 2 0. o- Y 8• o
S•/, « t
FINISH GRADE OVER
SEPTIC TANK
12" MAX.
3"
C. I. OR PVC�TEES
.
1,900 GAL L ON
i•
PPECA S T CONCRETE
H- l0 REINFORCED
SEPTIC T4 NK
INSTALL ON LEVEL BASE
JOOSj C'✓�C r
S YS T'E�:° ' '= �W7 L E
AID TO SCALE
F.,r-,r SH GRADE OVER
DIST. DOX /-�. �
7�\7MA '!A--Cc"TInn ��7T
OUTLET PIPE LEVEL
FOR 2 FT. MIN.
-� f-- O O
i b
/g Go I /f' Z` i b < rs/ice"(✓ � /b,.o.5
INSTALL ON LEVEL BASE
ss.
NO TE- EXCAVATE TO EL EV. OR
LOe.IER TO REMOVE ALL IMPERVIOUS
_lA'47RrAL BENEATH THE LEACHING AF -''A
FINISH GRADE
OVER,/d
\• \\
��8� UNSUITABLE MATERIA\
ALL A. 6
WITH.IM 5 FT. OF THE LEACHING FACILS?Y ZS TO`.
BE REMOVED AND REPLACED WITH CLEAN SAND
RPLACE EXCAIIA MATERIAL WITH
\ "-3" OF 1/B"-1/2"
c —
CLEAN, CLAY FREE SAND \; d b A '" 'A' HASHED PEASTONE
1 ALL EL EVATIc.NS .Sh'Or✓N /RE SA SED ON NG VD
2. ALL PIPES IN Tl -.w SYSTEM 4,,IJST BE CAST IRON
Owl SChED+ULE -,,*5 PJC
.:+. T _ u:, F'°J "✓. -.. '_ "r
rYEAf CONSTRLWC 10N IS CO PLETE PRIOR,
TO BACKFIL L a NG
4. ANY CHANGES I'V THIS PLAN A"UST BE APPROVED
BY THE BOARD Or HEALTH AND CAPE 6 ISLANDS
/ h SURVEYINa CO...i7VC.
' 5. MATERIALS AND INSTALLATION SHALL BE IN
COMPLIANCE /".''I TH THE STATE SANITARY
CODE - TITLE V - AND LOCAL APPLICABLE
RULES
AND REGULATIONS
\\--��LP•'
NORTH
APRON IS FPO.�-1 RECORD PLANS AND
\\
FLOOD
HAZARD ZONE B 2 „
5-11 <� " B.
W4 TER
SUPPLY TOy°✓N W, TER
n. •_-_ICY
N •V VE .fn
• '
.' •. �C� V,n.. ,JI
�
n Y `_ -'!'sib•
f'. -r .0 Jp_
J 4 N+y 'Q.•l__-,d
j7�9//.ofeb
\ lid4 1 °
C�
� '✓ F' _A AO ,•0 V
- 9 i4 ,J '' � J�
6
.
rA�A
\• \\
��8� UNSUITABLE MATERIA\
ALL A. 6
WITH.IM 5 FT. OF THE LEACHING FACILS?Y ZS TO`.
BE REMOVED AND REPLACED WITH CLEAN SAND
RPLACE EXCAIIA MATERIAL WITH
\ "-3" OF 1/B"-1/2"
c —
CLEAN, CLAY FREE SAND \; d b A '" 'A' HASHED PEASTONE
1 ALL EL EVATIc.NS .Sh'Or✓N /RE SA SED ON NG VD
2. ALL PIPES IN Tl -.w SYSTEM 4,,IJST BE CAST IRON
Owl SChED+ULE -,,*5 PJC
.:+. T _ u:, F'°J "✓. -.. '_ "r
rYEAf CONSTRLWC 10N IS CO PLETE PRIOR,
TO BACKFIL L a NG
4. ANY CHANGES I'V THIS PLAN A"UST BE APPROVED
BY THE BOARD Or HEALTH AND CAPE 6 ISLANDS
/ h SURVEYINa CO...i7VC.
' 5. MATERIALS AND INSTALLATION SHALL BE IN
COMPLIANCE /".''I TH THE STATE SANITARY
CODE - TITLE V - AND LOCAL APPLICABLE
G^ss��y
f 6
J^�
o
PLOT PLAN t; z r s < fl ✓7�rr
SCALE:1 amSd, r1�/vrr %ro % �rary
LEGEND
__&_
20 PROPOSED EL EVA TION
-- xe -- EXISTING CONTOUR
Ile " G OBS, -RVA TION PIT
/ ❑ DISTRIBUTION BOX
F070 SEPTIC TANK
RESERVE AREA n
e, E PIPE INVERT ELEVATION
a
SOT HoE
9L..
OF 11.11
Fisc/ �,a
JAMES
B'ERLRAND
20294
�`j`/'�
OF
DAVID
CHARLES
SANICKI
26085
.. � �
1-1/2 " WASHED �• ' ^ w A
d d I't'
C-7USHED STONE ", ^ Aw J ' '�1-f
a
TION PIT
71
PERCOLATION RATE.
<2 MIN./IN.
WITNESSED BY:
AMY VON HONE
Y'ARPIOUTH BPD. OF HEAL TH DESIGN DA TA
DATE.' _APR_&, 1998
Tes 7- NUMBER OF BEDROOMS 4
GARBAGE DISPOSAL NO
10yrz
/o YR 6/3
i
s,
DAIL Y FLOW 440 GAL.
SEPTIC TANK REO 'D. 1500 GAL.
GAL.
+2" SEPTIC TANK PROVIDED
LEA CHING REGUIRED 440 GPD.
9)
7'2 SIDEWALL AREA = S. F.
S. F. X G/S. F. = GPD.
BOTTOM AREA = 606 S.F.
606 S. F. X 0. 74G/S. F. = 445 GPD
LEACHING PROVIDED = 445 GPD
SINGLE FAMILY RESIDENCE 6
PROPOSED SERAGE DISPOSAL SYSTEM!
PREPARED FOR
OL D CHA THAM PD. IN VES TMEN T TPUS T
LOT 2 WILLOW STREET
SOUTH YAP14OUTH - MASS.
DATE.' 14,x s /99,R CAPE 9 ISLANDS ENGINEERING
SCALE AS NOTED 133 FALMOUTH ROAD - SUITE 2E
I PLAN NO.3o3-z-sgel MASHPEE, MASS. s8
RULES
AND REGULATIONS
6.
NORTH
APRON IS FPO.�-1 RECORD PLANS AND
IS NOT TO BE USED FOR SOLAR PURPOSES
FLOOD
HAZARD ZONE B 2 „
5-11 <� " B.
W4 TER
SUPPLY TOy°✓N W, TER
i, 9 as O
j7�9//.ofeb
G^ss��y
f 6
J^�
o
PLOT PLAN t; z r s < fl ✓7�rr
SCALE:1 amSd, r1�/vrr %ro % �rary
LEGEND
__&_
20 PROPOSED EL EVA TION
-- xe -- EXISTING CONTOUR
Ile " G OBS, -RVA TION PIT
/ ❑ DISTRIBUTION BOX
F070 SEPTIC TANK
RESERVE AREA n
e, E PIPE INVERT ELEVATION
a
SOT HoE
9L..
OF 11.11
Fisc/ �,a
JAMES
B'ERLRAND
20294
�`j`/'�
OF
DAVID
CHARLES
SANICKI
26085
.. � �
1-1/2 " WASHED �• ' ^ w A
d d I't'
C-7USHED STONE ", ^ Aw J ' '�1-f
a
TION PIT
71
PERCOLATION RATE.
<2 MIN./IN.
WITNESSED BY:
AMY VON HONE
Y'ARPIOUTH BPD. OF HEAL TH DESIGN DA TA
DATE.' _APR_&, 1998
Tes 7- NUMBER OF BEDROOMS 4
GARBAGE DISPOSAL NO
10yrz
/o YR 6/3
i
s,
DAIL Y FLOW 440 GAL.
SEPTIC TANK REO 'D. 1500 GAL.
GAL.
+2" SEPTIC TANK PROVIDED
LEA CHING REGUIRED 440 GPD.
9)
7'2 SIDEWALL AREA = S. F.
S. F. X G/S. F. = GPD.
BOTTOM AREA = 606 S.F.
606 S. F. X 0. 74G/S. F. = 445 GPD
LEACHING PROVIDED = 445 GPD
SINGLE FAMILY RESIDENCE 6
PROPOSED SERAGE DISPOSAL SYSTEM!
PREPARED FOR
OL D CHA THAM PD. IN VES TMEN T TPUS T
LOT 2 WILLOW STREET
SOUTH YAP14OUTH - MASS.
DATE.' 14,x s /99,R CAPE 9 ISLANDS ENGINEERING
SCALE AS NOTED 133 FALMOUTH ROAD - SUITE 2E
I PLAN NO.3o3-z-sgel MASHPEE, MASS. s8