HomeMy WebLinkAbout7 Edgewater Drive - Site PlanTOP FNDN. AT EL,
01-255
SYSTEM PROFILE
ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE)
j� ACCESS COVER (WATERTIGHT) TO
MINIMUM .75' OF COVER OVER PRECAST % WITHIN 6' OF FIN, GRADE 2% SLOPE REQUIRED OVER SYSTEM
RUN PIPE LEVEL
—F OR FIRST 2'
'•� PROPOSEDIy`�QO
38.5' GALLON SEPTIC 38.25'
TANK <H-105 GAS
BAFFLE 38.0'
MINI
(_23 %SLOPE) �6' CRUSHED STONE OR MECHANICAL
I COMPACTION. (15.221 I2])
MIN
I DEPTH OF FLOW = 4 1 ( 4 % SLOPE) < 1 % SLOPE)
TEE SIZES -
INLET DEPTH = 10"
OUTLET DEPTH = 14'
FOUNDATION— 111,17 — SEPTIC TANK 6'
i
y`
�. �0
tov � I
l
�a
2' DOUBLE WASHED
--OC7CD0 U r7i
37.0'OOOED
ENCOUNTERED
6"
0 000=
DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
) 1.
0000
0 oOocl
SL
2,
2'
0000
..
0 OOOCI
Sc'TIC
TANK: 440 GPD ( 2_) = 88C'
3/4' TO
1 1/2'
DOUBLE WASHED
STONE
D' BOX 12'
LEACHING,
FACILITY
TEST HOLE LOGS
ENGINEER: RICK JUDD, RS
WITNESS: AMY VON HONE, RS
DATE: 10/24/01
3' MAX. PERC. RATE _ < 2 MIN/INCH
37-833' CLASS I SOILS P#
15.4'
19.6'
n'
Q ELEV. C
39.0' 0'
FILL
FM
30.0'
LS
11" 10YR 3/3
BW
LS
10YR 4/6
32" 27.33'
C
MS
2.5Y 6/4
MfS t(qN
i
�ocvs
LOCATION MAP NTS
ASSESSORS MAP 91 PARCEL 13
ZONING DISTRICT: R 40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. — 451/48
FLOOD ZONE: C
3' 124" 1 19_6' 1
FILL
ENCOUNTERED
6"
SEPTIC
DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
) 1.
A
DESIGN
SL
2,
MUNICIPAL WATER IS AVAILABLE
10YR 4/3
..
13"
Sc'TIC
TANK: 440 GPD ( 2_) = 88C'
4.
BW
_
LS
PIPE. JOINTS TO BE MADE WATERTIGHT.
U:E A
10YR 5/6
6,
34"
LEACHING:
36.17'
ENVIRONMENTAL CODE TITLE V.
C
2(39 + 10.83) 2 (.74) = 147.5
7,
MS
:,IDES:
2.5Y 6/6
TO BE USED FOR ANY OTHER PURPOSE.
128"
39 x 10.83 (.74) = 312.5
28.3
FILL
FM
30.0'
LS
11" 10YR 3/3
BW
LS
10YR 4/6
32" 27.33'
C
MS
2.5Y 6/4
MfS t(qN
i
�ocvs
LOCATION MAP NTS
ASSESSORS MAP 91 PARCEL 13
ZONING DISTRICT: R 40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. — 451/48
FLOOD ZONE: C
3' 124" 1 19_6' 1
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
00 PROPOSED CONTOUR
-- 100 — EXISTING CONTOUR
BOARD OF HEALTH
APPROVED DATE
off SM -362-4541
iok 508 362-9890
1 t
down cope engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 flair) st, yarmouth, ma 02675
TITLE 5 SITE PLAN
OF
7 EDGEWATER DRIVE
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: ROBERT AND SUZANNE
NETHERCOTE
40 0 40 80 120
MA SCALE: 1" = 40' DATE: APRIL 24. 2002
ARNE H. OJAGA,
P.'L. S. DATE
NO WATER
ENCOUNTERED
NUTES
SEPTIC
DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
) 1.
DATUM IS NGVD
DESIGN
FLOW: 4 BEDROOMS C110 GPD) = 440 GPD
2,
MUNICIPAL WATER IS AVAILABLE
. _
U"• (A +�_ Uru JLJ1Ury : LtJw
..
, TTr tr -1 ?- ,/R' C�rP--�^!(iT
.... .- •, pT(.r -
Sc'TIC
TANK: 440 GPD ( 2_) = 88C'
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H -1C:,
_
5.
PIPE. JOINTS TO BE MADE WATERTIGHT.
U:E A
1500 GALLON SEPTIC TANK
6,
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
LEACHING:
ENVIRONMENTAL CODE TITLE V.
2(39 + 10.83) 2 (.74) = 147.5
7,
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
:,IDES:
TO BE USED FOR ANY OTHER PURPOSE.
BLTTOM:
39 x 10.83 (.74) = 312.5
8.
PIPE FOR SEPTIC SYSTEM TO SCH, 40-4' PVC.
TOTAL,
621 S,F, 460 GPD
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
USE (4)
—
500 GAL. LEACHING CHAMBERS (ACME OR
FROM BOARD OF HEALTH.
EQUAL)
WITH 3' STONE AT SIDES AND 2.5' AT ENDS
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
00 PROPOSED CONTOUR
-- 100 — EXISTING CONTOUR
BOARD OF HEALTH
APPROVED DATE
off SM -362-4541
iok 508 362-9890
1 t
down cope engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 flair) st, yarmouth, ma 02675
TITLE 5 SITE PLAN
OF
7 EDGEWATER DRIVE
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: ROBERT AND SUZANNE
NETHERCOTE
40 0 40 80 120
MA SCALE: 1" = 40' DATE: APRIL 24. 2002
ARNE H. OJAGA,
P.'L. S. DATE