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FNDN.
TOTAL TRENCH LENGTH
✓
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.1.
ALL EL EVA TION,5 SHOP -IN ARE BASED ON ASSUMED
, 0 .04
TRENCH W.ID TH
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DOUBLE WAShW PEASTONE
2.
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_
(HOUSE NO. 72) RA YMOND A VE.
`ol
. �.
OR SCHEDULE 46 PVC.
c o:4 a
CHARLES x..
0. O.0'• .
THE BOARD OF._FlEAL TH RUST BE NOTIFIED
c ,/,
o..•o••Ps
SCALE AS NOTED
133 FALMOUTH ROAD — SUITE 2E �
C9JP E�
MHEN CONSTRUE` 1 .-%-?„- '� �: _
o:• a: O.o
99- o0
9S,gG
b
4.
ANY CHANGES 11/ THIS PLAN MUST BE APPROVED
<2.411N. /IN.
314" — 1-11,20 DOUBLE WASHED
BY THE BOARD 4;F HEAL TH AND CAPE C ISLANDS
.000°0'.
CRUSHED STONE
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p
BSMT FL .
P°
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EL
940. 0
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.
5.
MATERIALS AND INSTeLLATION SHALL BE IN
a
oQpa•'o
FINISH GRADE / o Z : c)
9 9.11*5
SYS7EM PROFILE
FINISH GRADE OVER
SEPTIC TANK Lo
SEPTIC TANK
INSTALL ON LEVEL BASE
C/ .17 .-r i c a �//�. C O rs7/p lk C rt e' Cl
/o/xA/
PLOT PLAN
SCALE.•I"m 20'_
/0_7 x y
/o ;`- '`,/ 7
io 74- -ell� -
NOT TO SCALE
FINISH GRADE OVER
DIST. BOX �o ,
OUTLET PIPE LEVEL
FOR 2 FT T. RAIN.
,0 0_O
C.7,o6_"
98. S
-Qn_c +.-''F.r c_
DI'S TR.�'Y�. UTI N SOX
INSTALL ON LEVEL BASE
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%�✓ A 7" C' i^ 7 r' ,.0 1"`.. 7�-. d Y �P v e." � J'Y 'R ,�R'�C ..
6 y 71/_ / / G ccs f•^ -C r �.r's JAI .
NO TE' EXCA VA TE TO EL E V. 1---,4 OR
L OWER TO REMO VE AL L IMPERVI®US
MA TERIA, L BENEA TH THE L EACHING AREA
REPL A CE EXCA VA TED MA TERIAL #I TH
CL EA N, CL Y FREE SAND
FINISH GRADE
OVER TRENCHES / 0 2,
3/4w -- 1-1/2"
DOUBLE WASHED
CRUSHED STONE
vr
„ DOUBLE /
r
: ]moi
PEASTONE
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/ , J
GENER L NOTES --
TOTAL TRENCH LENGTH
✓
��
Z'/.
.1.
ALL EL EVA TION,5 SHOP -IN ARE BASED ON ASSUMED
. ...............
(ROBIN WILCOX)
TRENCH W.ID TH
'
DOUBLE WAShW PEASTONE
2.
�. fl:.ti:\
,,z
..
1•r• r
'`� • ` a „
_
(HOUSE NO. 72) RA YMOND A VE.
`ol
. �.
OR SCHEDULE 46 PVC.
ODSEP, VA Tl7*N PI T
CHARLES x..
3.
THE BOARD OF._FlEAL TH RUST BE NOTIFIED
c ,/,
CAPE 6 ISLANDS ENGINEERING /y3 Y-4
SCALE AS NOTED
133 FALMOUTH ROAD — SUITE 2E �
C9JP E�
MHEN CONSTRUE` 1 .-%-?„- '� �: _
MASHPEE, MASS.
99- o0
9S,gG
b
4.
ANY CHANGES 11/ THIS PLAN MUST BE APPROVED
<2.411N. /IN.
314" — 1-11,20 DOUBLE WASHED
BY THE BOARD 4;F HEAL TH AND CAPE C ISLANDS
,�� .•
CRUSHED STONE
„�, �Z: �> r �
�
'� •i"/ Z
,'r�r�`c�C�c1--,�'��•
SURVEYING CO. S: INC./1/0
..`^'rte ' .! • N` s^,{'J _ ' • �
AMY VA
5.
MATERIALS AND INSTeLLATION SHALL BE IN
TRENCH SIDE SECTION
ON
.
TRENCH. END SECTION
COMPL IA NCE #1: 7-1 THE S TA TE SAKI TARP
3/4w -- 1-1/2"
DOUBLE WASHED
CRUSHED STONE
vr
„ DOUBLE /
r
: ]moi
PEASTONE
r .�L
/ , J
/oz PROPOSED EL EVA TION
--/o= E,USTING CONTOUR
013SERVA TION PIT
O DISTRIBUTION BOX
FLOW DIFFUSORS
F0__0_ SE -DTIC TANK
i—.—! Ra -SERVE AREA
EE] PIPE INVERT EL EVA TION
2/7Z J•�
MAP SEC I PCL �' LOT HSE
J � w
LEACHING PROVIDED = 336 GPD
/�O " �C1• o
�X� 7 SINGLE FA MIL Y RESIDENCE
GENER L NOTES --
- -- -- .
��
Z'/.
.1.
ALL EL EVA TION,5 SHOP -IN ARE BASED ON ASSUMED
. ...............
(ROBIN WILCOX)
TRENCH W.ID TH
PREPARED FOR
2.
AL L PIPES IN 'HE SYSTEM MUST BE CAST IRON
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LOT 20
(HOUSE NO. 72) RA YMOND A VE.
OR SCHEDULE 46 PVC.
ODSEP, VA Tl7*N PI T
CHARLES x..
3.
THE BOARD OF._FlEAL TH RUST BE NOTIFIED
c ,/,
CAPE 6 ISLANDS ENGINEERING /y3 Y-4
SCALE AS NOTED
133 FALMOUTH ROAD — SUITE 2E �
PLAN
MHEN CONSTRUE` 1 .-%-?„- '� �: _
MASHPEE, MASS.
TO BACKFILL INO?
PERCOLA TION PATE'
4.
ANY CHANGES 11/ THIS PLAN MUST BE APPROVED
<2.411N. /IN.
BY THE BOARD 4;F HEAL TH AND CAPE C ISLANDS
WI TNESSED BY.•
1
6 rrr'/wT r z n '''� a r'rt
'� •i"/ Z
SURVEYING CO. S: INC./1/0
AMY VA
5.
MATERIALS AND INSTeLLATION SHALL BE IN
.
COMPL IA NCE #1: 7-1 THE S TA TE SAKI TARP
YARM BRO. OF HEAL TH
DESIGN ®A %�
CODE - TITLE V - AND LOCAL APPLICABLE
DATE.' MAR. 22,E ?9.77
.RULES AND REG (.1LA TIONS
3
6.
NORTH ARROP✓ ISFROM RECORD PLANS AND
NUMBER OF BEDROOMS
IS NOT TO BE USED FOR SOLAR PURPOSES � ,
a ,a � ,-
GARBAGE DISPOSAL NO
7.
2
FLOOD HAZARD '..'ONE NON -HAZARD . z „
-��.-
a %- 0 6+ h
2'—
o Y 12 Z/Z 2„
d ^ , -
_� �- 4 „
DAILY FL 06^J 330
GAL.
8.
WA TER SUPPL Y_ TOWN WA TER
B ? � r r
, o rr yii
s
SEPTIC TANK' REQ 'D . 1500
GAL.
SEPTIC TANK PROVIDED 1500
GAL.
FLOOD P'MEL 250015-0004 C
/1,1`''
330
GPD.
JUNE ?7, ?986
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`”'
LEA CHING REQUIRED
h c�
�F
r 1
5236 WALL AREA 236 S.1 4
r
S. F. X GIS. F = GPD.
AREAam 220 F.
LEGEND
2200M
. 7T—S
S F. X G/S. F ?62 GPD
/oz PROPOSED EL EVA TION
--/o= E,USTING CONTOUR
013SERVA TION PIT
O DISTRIBUTION BOX
FLOW DIFFUSORS
F0__0_ SE -DTIC TANK
i—.—! Ra -SERVE AREA
EE] PIPE INVERT EL EVA TION
2/7Z J•�
MAP SEC I PCL �' LOT HSE
J � w
LEACHING PROVIDED = 336 GPD
/�O " �C1• o
�X� 7 SINGLE FA MIL Y RESIDENCE
PROPOSED SEWAGE DISPOSAL SYSTEM
1 k
PREPARED FOR
IRENE REAL T Y TRUS T
,,z
r
LOT 20
(HOUSE NO. 72) RA YMOND A VE.
YARMOUTH - MA ,S'S .
CHARLES x..
a'n�eG I DA TE:111�r
` w
c ,/,
CAPE 6 ISLANDS ENGINEERING /y3 Y-4
SCALE AS NOTED
133 FALMOUTH ROAD — SUITE 2E �
PLAN
NO. 50 i
MASHPEE, MASS.