HomeMy WebLinkAbout143.105.15 - Proposed Sewage Disposal Systemi
3. THE BOARD OF HEfLTH MUST BE NOTIFIED
4'
s
GARBAGE DISPOSAL NO
TOP FNDN.
IS COMPLETE PRIOR
WHEN CONSTRUCTIONPERCOLATION
DOWN CAPE EN
EL. Gya
GAL.
z�..
TO BACKFILLING
RA
A TE:
SEPTIC TANK PROVIDED 1500
GAL .
o-,
.o.
<2 MIN. 11N.
LEACHING REGUIRED 330
:e
„
v,
BY THE BOARD OF HEALTH AND CAPE 6 ISLANDS
WITNESSED BY.
BSMT FL .
EL.
FINISH GRADE LL O
I L: 2,051
FINISH GRADE OVER
SEPTIC TANK e --T7-!5_
12" MAX.
3"
C. I. OR PVC TEES—`
7 n f .mar '441+ Z
f500 GALL ON
PRECAST CONCRETE
_H77_/ 0 REINFORCED
SEPTIC TANK
INSTALL ON LEVEL BASE
I �
t
l / x
0
i
--_moo, 9�
pit
PLOT PLAN
SCALE.' 1 "= 30 ,
11
SYSTEM ' PROFILE
NOT TO SCALE ,
FINISH GRADE OVER
DIST. BOX
U
OUTLET PIPE LEVEL
FOR 2 FT. MIN.
E
6' /
Pro. -e.1• •.-..:a� Cl7P E"M
G/CO G/3o 00
FINISH GRADE
OVER TRENCHES G y
/A\ '117777 RNwr
TOTAL TRENCH LENGTH
2 7 >/Z / so OF Si8'-d/2"
DOIELE MASKED PEASTQNE
Q�p /•
7-6
G/, 71O
� 3/4' - 1-1/2" DOUBLE WASHED
'L
DI4 TRIBUTION BOX ; `�c`` CRUSHED STONE , tiiy; .
INSTALL ON LEVEL BASE
TRENCH SIDE SECTION
o:
TRENCH END SECTION
NOTE.' 'EXCAVATE TO EL EV. OR
LONER TO REMOVE ALL IMPERVIOUS
MATERIAL BENEATH THE LEACHING AREA
RCPLACE EXCAVATED MATERIAL WITHJ 9" MIN*
DIAM1 3" OF S/B"-1/2"
CL EAN, CLAY FREE SAND 7_ FEASTONEASHED
3/4 --l-112m oo e
DOUBLE WASHED
CRUSHED STONE ` / 2 y
GENERAL NOTES - - —
;i ! TRENCH WIDTH "
1. ALL ELEVATIONS SHOWN ARE BASED ON DOWN CAPE y a ,-
2. ALL PIPES IN THE SYSTEM MUST BE CAST IRON
OR SCHEDULE 40 • PVC. - T-
OBSER VA TION P T
6. NORTH APRON IS FROM RECORD PLANS AND Z••
IS NOT TO BE USED FDR SOLAR PURPOSES
Ib 7. . FL DOD HAZARD ZOVE NON -HAZARD
i B. MA TER SUPPL Y_ TOWN WA TER 28"
x
?enc LitfP.:
I
LEGEND
--(' —PROPOSED ELEVATION iyw
3. THE BOARD OF HEfLTH MUST BE NOTIFIED
c. s'
GARBAGE DISPOSAL NO
IS COMPLETE PRIOR
WHEN CONSTRUCTIONPERCOLATION
DOWN CAPE EN
DAILY FLOW 330
GAL.
z�..
TO BACKFILLING
RA
A TE:
SEPTIC TANK PROVIDED 1500
GAL .
4. ANY CHANGES IN THIS PLAN MUST BE APPROVED
<2 MIN. 11N.
LEACHING REGUIRED 330
GPD.
„
v,
BY THE BOARD OF HEALTH AND CAPE 6 ISLANDS
WITNESSED BY.
S. F. X 0.74 G/S. F. = -174 GPD.
SURVEYING CO., .PVC.
AMY VON HONE - --
BOTTOM AREA = PPO S.F.
5. MATERIALS AND INSTALLATION SHALL BEIM
YARMOUTH BRO. OF HEALTH
DESIGN DA TA
o
COMPLIANCE NI Th THE STATE SANITARY
DATE.' 1998
- l
CODE - TITLE V - AND LOCAL APPLICABLE
�4PRL21L
< H �z
°
1
RULES AND REGUL A TIONS / 0
r{S • J �2
6f! e,1 NUMBER
OF BEDROOMS �-
6. NORTH APRON IS FROM RECORD PLANS AND Z••
IS NOT TO BE USED FDR SOLAR PURPOSES
Ib 7. . FL DOD HAZARD ZOVE NON -HAZARD
i B. MA TER SUPPL Y_ TOWN WA TER 28"
x
?enc LitfP.:
I
LEGEND
--(' —PROPOSED ELEVATION iyw
-- . -- EXISTING CONTOURSINGLE FA MIL Y RESIDENCE G
OBS'ERVA TION PIT
❑
DISTRIBUTION BOX PROPOSED SEWAGE DISPOSAL SYSTEM
TRENCH
PREPARED FOR
0 o SEPTIC TANK RESOURCES TRUS T
LOT 27 (HSE. 31) ALEXANDER DRIVE
RESERVE AREA
YARMOUTHPORT — MASS.
VERT ELEVATION
c/ PIPE IN> + DACAPE 6 ISLANDS ENGINEERING
SCALE AS NOTED 800 FALMOUTH ROAD - SUITE 301
G2
PLAN NO. sow a `/ 99 MASHPEE, MASS.
LOT HSE
-•
GARBAGE DISPOSAL NO
DAILY FLOW 330
GAL.
z�..
SEPTIC TANK REO 'D. 1500
GAL.
SEPTIC TANK PROVIDED 1500
GAL .
LEACHING REGUIRED 330
GPD.
SIDEWALL AREA = 236 S.F.
S. F. X 0.74 G/S. F. = -174 GPD.
BOTTOM AREA = PPO S.F.
220 S. F. X 0. 74 G/S. F. =162_GPO
LEACHING PROVIDED = 336 GPD
iJ8
"�S2,S�
-- . -- EXISTING CONTOURSINGLE FA MIL Y RESIDENCE G
OBS'ERVA TION PIT
❑
DISTRIBUTION BOX PROPOSED SEWAGE DISPOSAL SYSTEM
TRENCH
PREPARED FOR
0 o SEPTIC TANK RESOURCES TRUS T
LOT 27 (HSE. 31) ALEXANDER DRIVE
RESERVE AREA
YARMOUTHPORT — MASS.
VERT ELEVATION
c/ PIPE IN> + DACAPE 6 ISLANDS ENGINEERING
SCALE AS NOTED 800 FALMOUTH ROAD - SUITE 301
G2
PLAN NO. sow a `/ 99 MASHPEE, MASS.
LOT HSE