HomeMy WebLinkAbout32 Early Red Berry Lane Site and Sewage PlanT.O.F. AT EL. 52.5'
SEPTIC PROFILE
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
SO MINIMUM .75' OF COVER OVER PRECAST WITHIN C OF FIN. GRADE
n
RUN PIPE LEVEL
49.0' FOR FIRST 2'
PROPOSED 150')
4$.28 GALLON SEPTIC 4$.0
TANK (H- 1O ) GAS
BAFFLE
47.9
147.74
( 4 % SLOPE) �_C CRUSHED STONE OR MECHANICAL o
COMPACTION. (15.221 [21)
DEPTH OF FLOW = 4
( � %SLOPE) SLOPE)
TEE SIZES:
INLET DEPTH = 10
OUTLET DEPTH = 19
FOUNDATION— 17' SEPTIC TANK 9' D' BOX
2% SLOPE REQUIRED OVER SYSTEM 50
2" DOUBLE WASHED PEASTONE
3/4" TO 1 1/2" DOUBLE WASHED
13'
PERRY LANA
JOB# 97-081
LEACHING
FACILITY
N
BENCHMARK: PK NAIL
AT ELEVATION 51.1'
C C
MED/COS MED/COS
10YR 5/6 10YR 5/6
120" I 41.4
TEST
HOLE
LOGS
SEPTIC DESIGN:(GARBAGE DISPOSER Is NOT ALLOWED )
1.
DATUM IS ASSUMED (DENNIS QUAD)
)
DESIGN FLOW: 1– BEDROOMS ( 110 GPD) = 330 GPD
2.
MUNICIPAL WATER IS AVAILABLE
USE A -530 GPD DESIGN FLOW
3.
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
SEPTIC TANK: 330 GPD ( 2 ) = 660
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H– 10
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
USE A 1500 GALLON SEPTIC TANK
ENGINEER: A. H.
OJALA,
PE, PLS
ENVIRONMENTAL CODE TITLE V.
2(30 + 9.83) 2 (.74) = 118
7.
THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
SIDES:
=
30 X 9.83 (.74) 218
WITNESS: AMY
VON HONE,
R.S.
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
TOTAL: 454 SF 336 GPD
t
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
USE (3) 500 GAL. LEACHING CHAMBERS WITH
4/9/97
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
I
SN,9kP
�-
DATE:
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
LEGEND
PERC. RATE _
< 2 MIN.
PER INCH
OF
#32 EARLY RED BERRY LANE
w
r
3' MAX.
IN
THE TOWN OF:
100 PROPOSED CONTOUR
Wn,
— — 100 — — EXISTING CONTOUR
PREPARED FOR:
V. PHILBROOK
48.45
CLASS I
SOILS
q N/A
"4
�� MA
APPI VED DATE
SCALE: I r 20� DATE: �3�q 8
0
45.620„
Q
ELEV.
ELEV.
Q
I
o�
51.4'
0•
50.4'
a
_
k
0
0
2
2„
LOCATION MAP
SCALE
1"
A
A
5.22'
3"
SL
3"
SL
ASSESSORS MAP
94
PARCEL C59
E
LS
E
LS
ZONING DISTRICT:
R-40
(CURRENT)
8"
10YR 5/2
8"
10YR
5/2
YARD SETBACKS:
FRONT = 30'
EL, 40.4' TH 1
B
B
SIDE = 6'
LS
LS
24„
10YR 5/6
49,4
24„
10YR 5/6
48.4
REAR = 20'
PLAN REF. – 187/149
(1964)
FLOOD ZONE: C
C C
MED/COS MED/COS
10YR 5/6 10YR 5/6
120" I 41.4
120" I
I 40.4
NO WATER ENCOUNTERED " NOTES:
SEPTIC DESIGN:(GARBAGE DISPOSER Is NOT ALLOWED )
1.
DATUM IS ASSUMED (DENNIS QUAD)
)
DESIGN FLOW: 1– BEDROOMS ( 110 GPD) = 330 GPD
2.
MUNICIPAL WATER IS AVAILABLE
USE A -530 GPD DESIGN FLOW
3.
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
SEPTIC TANK: 330 GPD ( 2 ) = 660
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H– 10
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
USE A 1500 GALLON SEPTIC TANK
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
LEACHING:
ENVIRONMENTAL CODE TITLE V.
2(30 + 9.83) 2 (.74) = 118
7.
THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
SIDES:
=
30 X 9.83 (.74) 218
USED FOR LOT LINE STAKING.
BOTTOM:
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
TOTAL: 454 SF 336 GPD
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
USE (3) 500 GAL. LEACHING CHAMBERS WITH
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
2.5' STONE AT SIDES AND 2.25' AT ENDS
10.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
LEGEND
SITE AND SEWAGE PLAN
100.0 PROPOSED SPOT ELEVATION
OF
#32 EARLY RED BERRY LANE
100x0 EXISTING SPOT ELEVATION
IN
THE TOWN OF:
100 PROPOSED CONTOUR
YARMOUTH (PORT)
— — 100 — — EXISTING CONTOUR
PREPARED FOR:
V. PHILBROOK
20 0 20 40 60
HOARD OF HEALTH
�� MA
APPI VED DATE
SCALE: I r 20� DATE: �3�q 8
off 508-362-4541
far 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
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