HomeMy WebLinkAbout96.36 - Title 5 Site PlanTOP FNDN. AT EL. 34.0' SYSTEM PROFIL
.� ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT)
48.0` MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE
UN PIPE LEVEL
31.0
FOR FIRST 2'
PROPOSED 1` Q
GALLON SEPTIC 75'
30.0' TANK (H— 10 ) GAS 8.28'
'�` BAffLE 28.45'
( 10D % SLOPE) \_6" CRUSHED STONE OR MECHANICAL = $�
COMPACTION. (15.221 [21)
DEPTH OF FLOW 4' (3_4 % SLOPE) ( % SLOPE)
TEE SIZES:
INLET DEPTH = 10
OUTLET DEPTH 14 -
FOUNDATION— 10' SEPTIC TANK 38' D' BOX —
10 FT WATER LINE
EASEMENT
20 FT SLOPE
EASEMENT
2% SLOPE REQUIRED OVER SYSTEM
,2" DOUBLE WASHED PEASTOi
PROVIDE INSPECTION PORT
32. (Y
3' MAX.
29.0'
3/4" TO 1 1/2" DOUBLE WASHED STONE
13'
BENCHMARK
HYDRANT TAG BOLT'#2062
ELEV = 35.59'
L/ / �— \ ✓ \ HIGH PT.
YyO
\\ 0;j
t
LOT 2
15027± SIF A LA tt
PROP. DWELL. ° w 111` 0
TOP FNDN
m. 34.0' ll Q
PROP. 28 115 m
LI DECK PROP. "�LIN`
DRIVE.
32
RESERVE `�+ �
TH1 0 r It
TH ti
11
40.00 }N
TOP FNDN TO BE AT THE ELEVATI�N OF THE HIGH
POINT IN ROAD (2' VARIANCE REQUESTED)
02-206-2
L=ACHING
FACILITY 1 5.47'
20.7'
TEST HOLE LOGS
ENGINEER: LISA LYONS, RS
WITNESS: DAVE FLAHERTY
DATE: 2/11/04
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#
Q ELEV. 2�
p' 32_2' p" 31.2'
O%L R9
21,
DESIGN: (GARBAGE DISPOSER IS NOT Al 1 OWFO )
4�
'I - - - -
MUNICIPAL WATER IS AVAILABLE
_
LLOCATION MAP NTS
DESIGN
FLOW: _3 BEDROOMS ( 110 GPD) = 330 GPD
A/E
A/E
LS
330 GPD DESIGN FLOW
4.
ASSESSORS MAP 106 PARCEL
O 26
9"
tOYR 3/1
t0^
LS
10YR 3/1
PIPE JOINTS TO
YARD SETBACKS:
B
B
CONSTRUCTION
LS
USE A
FRONT = 25' CLUSTER
ENVIRONMENTAL (CODE TITLE V.
LEACHING:
LS
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS
SIDED = 12' SUBDIVISION
28"
10YR 4/6
29.8 33•
10YR 5/6
28.45'
FIRM
REAR = 20'
PLAN REF. — 469/97
8.
PIPE FOR SEPTI6 SYSTEM TO SCH. 40-4" PVC.
Cl
25 x 1283 (.74) _
.
BOTTOM: — 237
Cl
COMPONENTS NOT TO BE BACKFILLED OR CONC\€ALED Wil
CS
TOTAL:
LS
UNSUIT.
FLOOD ZONE: C
USE (2)
500 GAL. LEACHING CHAMBERS (ACME OR
10YR 5/4
43"
27.6'
EQUAL)
WITH 4' STONE ALL AROUND'�4
10YR 5/8
s �c02
O
35"
129"
C2 I
MS
C2 61" 2/5Y 6/3
MS C3
2/5Y 6/4 PERC F/MS
21.45' 126" 2.5Y 6/4 20.7''
NO WATER ENCOUNTERED NOTES:
1. DATUM IS ASSUMED
SEPTIC
DESIGN: (GARBAGE DISPOSER IS NOT Al 1 OWFO )
2.
'I - - - -
MUNICIPAL WATER IS AVAILABLE
DESIGN
FLOW: _3 BEDROOMS ( 110 GPD) = 330 GPD
3.
MINIMUM PIPE PITCH TO BE 1/8", PER FOOT.
USE A
330 GPD DESIGN FLOW
4.
DESIGN LOADING
FOR ALL PRECAST UNITS TO BE AASHO
— 10
SEPTIC
TANK: 330 GPD ( 2 ) = 660
5.
PIPE JOINTS TO
BE MADE; WATERTIGHT.
6.
CONSTRUCTION
DETAILS TO BE IN ACCORDANCE WITH MASS.
USE A
.15OR GALLON SEPTIC TANK
ENVIRONMENTAL (CODE TITLE V.
LEACHING:
7.
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS
NOT
2(25 + 12.83) 2 (.74) = 112
TO BE USED FOR ANY OTHER PURPOSE.
SIDES:
8.
PIPE FOR SEPTI6 SYSTEM TO SCH. 40-4" PVC.
25 x 1283 (.74) _
.
BOTTOM: — 237
9.
COMPONENTS NOT TO BE BACKFILLED OR CONC\€ALED Wil
HOUT
TOTAL:
472 S.F. X349 GPD
INSPECTION BY ABOARD OF HEALTH AND PE0`MISS N OBTAINED
USE (2)
500 GAL. LEACHING CHAMBERS (ACME OR
FROM BOARD OF HEALTH.
EQUAL)
WITH 4' STONE ALL AROUND'�4
s �c02
O
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
0— 100 --O EXISTING CONTOUR
t?
TITLE 5 ,,SITE LEAN
OF # 41 BR USH � HILL ROAD
IN THE TOWN OF:
YARMOUTH PORT
PREPARED FOR: OUR FIRST HOME, INC
20 0 20 40 6
BOARD OF HEALTH
APPROVED DATE
off 508-362-4541
fox 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
MA SCALE: 1" = 20-1
DATE: APRIL 13, 2004
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