Decision 3795 - Title 5 Site PlanDWELLING SYSTEM PROFILE
TOP FNDN. AT EL. 21.5'
ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
20.0' MINIMUM 75' OF COVER OVER PRECAST /� WITHIN 6' OF FIN GRADE 2% SLOPE REQUIRED OVER SYSTEM
�INh
1
I
r ROP 1 500
GALLON SEPTIC �1Z �7
10 GAS
I .
BAFFLE 16.771"
MIN 00 Sri
< 2 % SLOPE) \_6- CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 123)
PIPE LEVEL
FIRST 2'
DEPTH OF FLOW = ( 2 % SLOPE) ( 1 % SLOPE)
TEE SIZES:
0&A
INLET DEPTH = 10"
14"
OUTLET DEPTH =
10YR 5/2
DWELL.
FOUNDATION — 21'
SEPTIC TANK 52'
COTTAGE
FS
FOUNDATION — 18'
6"
(TOP FNDN PROPOSED
TO BE AT OR ABOVE EL.
B
21.5') -- -
/ 19.0
2' DOUBLE WASHED PEAS
3/4' TO 1 1/2' DOUBLE WASHED STONE
D' BOX 19'
(MAX)
LEACHING
FACILITY
BENCH MARK -- TOP OF CONCRETE
BOUND. ELEV. = 20.4' + 20.3
02-251 COT1
TEST HOLE LOGS
ENGINEER: AH OJALA, PE
19.5 WITNESS: AMY VON HONE, RS
DATE: AUGUST 20, 2002
3' MAX. PERC. RATE _ < 2 MIN/INCH
17.20'
CLASS I SOILS P#
6.47'
7.9'
PEF
ELEV.
n' lQ A
NO WATER ENCOUNTERED
17.2
SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED
-
DESIGN FLOW: 4- BEDROOMS (110 GPD) = 440 GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD ( 2 ) = 880
USE A 1500 GALLON SEPTIC TANK
LEACHING:
SIDES: 2(39 + 10.83) 2 (.74) = 147
BOTTOM 39 x 10.83 (.74) = 312
TOTAL: 620 S.F. 459 GPD
USE (4) 500 GAL. LEACHING CHAMBERS (ACME OR
EQUAL) WITH 3' STONE AT SIDES AND 2.5' AT ENDS
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
F00-1PROPOSED CONTOUR
- — 100 — EXISTING CONTOUR
BOARD OF HEALTH
APPROVED DATE
off 508-362-4541
Cu. 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 vain st, yarmouth, no, 02675
, MA
II 4
0151
LOCUS
RTE 28 LOCATION MAP NTS
ASSESSORS MAP 32 PARCEL 62
ZONING DISTRICT; R25
YARD SETBACKS:
FRONT = 30'
SIDE = 15'
REAR = 20'
PLAN REF. - 275/1
FLOOD ZONE: C
1
NOTES:
1. Dt .ILM IJ HP 1.VXL r IL✓ 1
2. MUNICIPAL WATER I'i--EXISTING 6
3. M1NI'�UM PIPE PITCH TO BE 1/8' PER FOOT,
4. D' -SIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10.
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CJNSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. TIIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
13 3E USED FOR ANY OTHER PURPOSE,
8. F'PE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC,
9,(.OMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
..NSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
RCM BOARD OF HEALTH.
10. PlIMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING CESSPOOLS
TITLE 5 SITE PLAN
OF _ 24 WINSLOW GRAY ROAD
IN -IiE TOWN OF:
(WEST) YARMOUTH
PRE-�'ARED FOR: GINO DeSANTIS
20 0 — 20 — — 40 6
�.s
SCALE: 1" 20' DATE: SEPTEMBER 26_200-_ -
1
ti
t.
ARNE5
H. Z' ,..
WALA
2 34
�/z�102'
—DATE
0&A
LS
2"
10YR 5/2
E
FS
6"
10YR 6/2
B
LS
10YR 7/6
24"
17.4'
C
;C
FS
10YR 5/6
1
i
138"
l
7.9'
NO WATER ENCOUNTERED
17.2
SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED
-
DESIGN FLOW: 4- BEDROOMS (110 GPD) = 440 GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD ( 2 ) = 880
USE A 1500 GALLON SEPTIC TANK
LEACHING:
SIDES: 2(39 + 10.83) 2 (.74) = 147
BOTTOM 39 x 10.83 (.74) = 312
TOTAL: 620 S.F. 459 GPD
USE (4) 500 GAL. LEACHING CHAMBERS (ACME OR
EQUAL) WITH 3' STONE AT SIDES AND 2.5' AT ENDS
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
F00-1PROPOSED CONTOUR
- — 100 — EXISTING CONTOUR
BOARD OF HEALTH
APPROVED DATE
off 508-362-4541
Cu. 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 vain st, yarmouth, no, 02675
, MA
II 4
0151
LOCUS
RTE 28 LOCATION MAP NTS
ASSESSORS MAP 32 PARCEL 62
ZONING DISTRICT; R25
YARD SETBACKS:
FRONT = 30'
SIDE = 15'
REAR = 20'
PLAN REF. - 275/1
FLOOD ZONE: C
1
NOTES:
1. Dt .ILM IJ HP 1.VXL r IL✓ 1
2. MUNICIPAL WATER I'i--EXISTING 6
3. M1NI'�UM PIPE PITCH TO BE 1/8' PER FOOT,
4. D' -SIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10.
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CJNSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. TIIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
13 3E USED FOR ANY OTHER PURPOSE,
8. F'PE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC,
9,(.OMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
..NSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
RCM BOARD OF HEALTH.
10. PlIMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING CESSPOOLS
TITLE 5 SITE PLAN
OF _ 24 WINSLOW GRAY ROAD
IN -IiE TOWN OF:
(WEST) YARMOUTH
PRE-�'ARED FOR: GINO DeSANTIS
20 0 — 20 — — 40 6
�.s
SCALE: 1" 20' DATE: SEPTEMBER 26_200-_ -
1
ti
t.
ARNE5
H. Z' ,..
WALA
2 34
�/z�102'
—DATE