HomeMy WebLinkAbout991 West Yarmouth Road Title 5 Site PlanALL SYSTEM COMPONENTS SHALL BE NOTES
SYSTEM PROFILE MARKED WITH MAGNETIC TAPE -OR "
(NOT To SCALE)„ COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS APPROX. NGVD
A'•. ' CONCRETE COVERS TO WITHIN 3" GRADE
SYSTEM DESIGN: ACCESS COVERS TO WITHIN 6 OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS AVAILABLE
M FILTER FABRIC OVER STONE
TOP FOUND. EL. 45.5'
S NOT -ALLOWED 2% SLOPE REQUIRED OVER SYSTEM 43.0' 42.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
GARBAGE DISPOSER I 44.0 '
MINIMUM .75' OF OVER PRECAST
GPD " 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
LGN FLOW: 5 BEDROOMS ®110 GPD = 550 PRECAST N_to BLOCKS OR TO BE AASHO H-14
DESIGN _ PRECAST RISERS
RISERS (TYP.) .
•` - 4"05CH40 PVC MORTAR ALL
550 GPD DESIGN FLOW 4 -' 2f PROP. TEE PES LEVEL.IST 2 COMPONENTS H-10 - B. PIPE JOINTS 70 BE MADE WATERTIGHT.
USE A ,. 'scrta0 PVC - PI 4' NV's E 39.1 4'
CNP.)
y. ENDS SIDES 40.0 6. CONSTRUCTION DETAILS TO BE IN. ACCORDANCE WITH,
= 1100 ,o: ° of : ;. oe oo;o0 310 CMR 15.ODO TITLE 5.
SEPTIC TANK: 550 GPD '(2) ( )
*42.5' 10. 0o GACa-to 14 ° o ° ° ®®® ®®®® ®®® ®®®® ;gogooag& t
K TEE ., to TEE 41.75 °°°°°°°° . ®®®®®® ® ®®®®®®® ®®®°g°gog°o S OR PROPOSED WORK ONLY AND NOT TO
USE A 1500 GAL. H-10 SEPTIC TAN (PROP) 42.0SEPTIC TANK
°°° 7. THIS PLAN I F
'`. 4' Dq. LEVEL. a opeaoa00000a n° - ;Qo°000000 ®®®®®�®®�jj�®®® ®®® ®®® °opoeoo BE USED FOR LOT LINE. STAKING OR ANY OTHER
:. GAS BAFFLE.. n ,°,o°o°o°a�o°o o°,' ro°p°p°po ®®®®®®L®®®® ®®�®®®�®®®� ,00eQ0000 . "
LEACHING: ACME oa Eoua °g°g°g°0 ° ,°°°°° 37.17 PURPOSE.
12 83 2 (74) - 162 GPC
r 39.53' 39 36' °
SIDES. 2 (42 )
„t „ . .A•, •, , , , .,;. B. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
• WATER -TEST D BOX FOR LEVELNESS
42 X 1283 (74) 398 GPD
. 0 0 0 o c - -, H-10 500 GAL LEACHING CHAMBER BY ACME` PRECAST OR EQUAL
BOTTOM o°0°0°000000000000°0000c 3/4"-1-1/2" DOUBLE WASHED STONE 4 MIN. (4) UNITS REQUIRED : 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
onono°o„o�o o�o�o�o„o„o� ALL AROUND PRECAST STRUCTURES
756 S.F. 560 GPD WITHOUT INSPECTION BY BOARD OF HEALTH AND
..TOTAL.. - ". 6" CRUSHED STONE OR MECHANICAL ..OVERALL -DIMENSIONS TO OUTSIDE OF STONE: 42.0 X 12.83 5 BT -.. �:' `PERMISSION OBTAINED FROM BOARD OF HEALTH.
-10 LEACHING CHAMBERS (ACME
COMPACTION. (15.221[2))
AL
OR EQUAL)
150'
..
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
-
- USE (4) 500 GAL. H
20'
26.5'
DIGSAFE (1-898-34477233) AND VERIFYING THE
LOCUS MAP
E WITH 4 ST ONE ALL AROUND
THE
8.7%
LOCATION OF ALL UNDERGROUND &OVERHEAD UTILITIES
_
_
PRIOR TO COMMENCEMENT .OF WORK..NOT
TO SCALE
D ALL..'31.3
BOTTOM TH-1
1
3 15 % SLOPE) (_7. SLOPE)
(-R SLOPE)
NO GROUNDWATER FOUND A COUNTERED SHALL BE
11. ANY UNSUITABLE MATERIAL EN
JG ANY
REMOVED 5' EENEATH AND AROUND THE PROPOSED
' ASSESSORS MAP 123 PARCEL 107
LEACHING
MA 4 - -' BOX 21'
FOUNDATION- . 17 SEPTIC TANK 15 D FACILITY '
LEACHING FACILITY..
LOCUS IS WITHIN FEMA FLOOD ZONE C
APPROVED DATE BOA RD CF HEALTH
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED.
13. CONTRACTOR TO COORDINATE ALL UTILITY DISCONNECTS
AND NEW SERVICES WITH APPROPRIATE VENDORS
a
Ry
TRICT EXISTING
40,000 S.F.
35,513 S.F.
150'
180'
30'
118.3'
20'
26.5'
20'
28.6'
25%
8.7%
IN AQUIFER
,ORD
PROP. 140
SF SHED -
137.34
I
x 7.91
37.5(3