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5�CONP 400P FLAN
TOP FNDN. AT EL. 46.0' SYSTEM PROFILE
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
45.0' /// MINIMUM .75' OF COVER OVER PRECAST /_ WITHIN 6" OF FIN. GRADE
2% SLOPE REQUIRED OVER SYSTFM
} 43.0' RUN PIPE LEVEL
PROPOSED 1500�FOR FIRST 2'
GALLON SEPTIC 42.50'
42.75' TANK (H- 10 ) GAS
BAFFLE 42.44'2.27'
� 42.1
SLOPE) �6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2]) 1.%s
o _
DEPTH OF FLOW = 4 SLOPE) apo
TEE SIZES: (-% SLOPE)
INLET DEPTH = 10"
OUTLET DEPTH = 14"
FOUNDATION- 11' SEPTIC TANK 3' D' BOX -
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02-182
927
TEST HOLE LOGS
ENGINEER: ARNE H. OJALA, PE
WITNESS: AMY VON HONE, RS
DATE: 7/15/02
PERC. RATE _ _- < 2 MIN/INCH
CLASS I SOILS P#
Q ELEV. Q ELEV.
0" 46.5' 0" 45.8
0/A
LS
4" 2.5Y 3/2
E
FS
15" 2.5Y 5/2
B
LS
24" 7.5YR 4/6 Al R'
C
MCS
2.5Y 6/6
2" DOUBLE WASHEDPEASTONE
46.0'
3' MAX.
0 A
ALLOWED
DESIGN
LS
v
4"
1OYR 2/2
0000
SEPTIC
E
o
FS
g"
1OYR 5/2
OO
--2(39 + 10.83) 2 (.74) =
B
BOTTOM: -_ 39 x 10.83 (74) =
D
LS
O
24"
1OYR 5/6
44.5'
OC7OC7
C1
RCE
MCS
C7o
48„
2.5Y 6/6
C2
MS
2.5Y 6/6
0
3/4" TO
1
0/A
LS
4" 2.5Y 3/2
E
FS
15" 2.5Y 5/2
B
LS
24" 7.5YR 4/6 Al R'
C
MCS
2.5Y 6/6
2" DOUBLE WASHEDPEASTONE
46.0'
3' MAX.
19'
LEACHING
FACILITY
40.10'
4.3'
35.8'
SEPTIC
-0000
ALLOWED
DESIGN
FLOW: 4 BEDROOMS (110 GPD) =
v
E�000F-35'0o'
440 GPD DESIGN FLOW
0000
SEPTIC
TANK: 440 GPD ( 4.5) = 880
o
E3000SIDES
LEACHING:
OO
--2(39 + 10.83) 2 (.74) =
OO
BOTTOM: -_ 39 x 10.83 (74) =
D
C3 C7
O
D
USE (4) 5CO GAL. LEACHING CHAMBERS WITH 3'
2'
OC7OC7
D
C7o
�O
0
3/4" TO
1
1/2"
DOUBLE WASHED
STONE
19'
LEACHING
FACILITY
40.10'
4.3'
35.8'
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 ( 4.5) = 880
USE A
1500 GALLON SEPTIC TANK
LEACHING:
SIDES:
--2(39 + 10.83) 2 (.74) =
147
BOTTOM: -_ 39 x 10.83 (74) =
312
TOTAL:
621 S.F. 459 GPD
USE (4) 5CO GAL. LEACHING CHAMBERS WITH 3'
STONE
AT SIDES AND 2.5' AT ENDS
BOARD OF HEALTH
APPROVED DATE MA
r
L
J
- V f' .MOLL MOCRrt r F
(TO BE MOVED) _
jNo=rrjN(;H"AM
DR.
LLa
K
m
L. LOCATION MAP NTS
ASSESSORS MAP 150 PARCEL 40.1
ZONING DISTRICT: R 40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. -
FLOOD ZONE: C
NOTES:
1. DATUM IS NGVD
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
Eij%IF.ONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITH❑UT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
o--- 100 __o PROPOSED CONTOUR
- 100 EXISTING CONTOUR
TITLE S SITE PLAN
OF
96 NOTTINGHAM DRIVE
IN THE 7`055'N OF:
YARMOUTH(PORT)
PREPARED FOR: JACK AND MARY LYONS
30 0 30 60 90
SCALE: 1' = 30' DATE: DECEMBER 1, 2002
VA OF A.
RNI-H.`so
,�, . l� OF .y I,
EVIL 'FIN
i F 30792
DATE
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