HomeMy WebLinkAboutEngineer Plans - 2002TDP FNDN, AT EL. 21.8'
19.65'
(EXIST) =
19.12
( 2+% SLOPE)
SYSTEM PROFILE
ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE)
j ACCESS COVER (WATERTIGHT) TO
1. MINIMUM .75' OF COVER OVER PRECAST /° WITHIN 6' OF FIN. GRADE
PROPOSED 1500
GALLON SEPTIC
TANK (H- 10 )
DEPTH OF FLOW = 4
TEE SIZES -
INLET DEPTH = t0"
OUTLET DEPTH = 14"
RUN PIPE LEVEL
FOR FIRST 2'
I BAFFLE 18,767 1 10"
CRUSHED STONE OR MECHANICAL
(FACTION. (15.221 I23)
(-J-Y. SLOPE) ( 1 7. SLOPE)
FOUNDATION- 23' - SEPTIC TANK 11'
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY.,
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND. ENGINEER TO
INSPECT AND CERTIFY REMOVAL -\
20.6
LOT 3 \
11,200± SQ. FT.
+z10" OAK
+ 20.5
+ 20.3
2X SLOPE REQUIRED OVER SYSTEM
2' DOUBLE WASHED
TEST HOLE LOGS
ENGINEER: RICK JUDD, RS
20.0' WITNESS BRUCE MURPHY, RS
DATE: 3/8/02
PERC. RATE _ 2 MIN/INCH
0.75' MIN
15z or' CLASS I SOILS P#
3/4' TO 1 1/2' DOUBLE WASHED STONE"'
D' BOX 8' LEACHING 5'
FACILIT Y
USE AI,)J. WATER AT EL. 12.95'
(BENCH MARK - TOP OF CONCRETE
BOUND. EL. = 20.8'
+ 20.4
\00
CONC. PATIO
/ n BLOCKS
/J n
NO SUNRM
r OLc"
,Q
EXIST. DWELLING \
TOP FNDN - 21.8'
TF
s
zo 0.1
.6
\ O��
/ 4 19.a
.�1j 20.0
20.2 / N
/
20.3
vF 19.9
ELEV.
0' 20.0'
S _PTIC DESTC`I: (.. zRBr'r ^,ISPPS'-R NOT ALLOWED
D' -SIGN FLOW: -3 BEDROOMS (110 GPD) = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD ( 2 ) = 660
USE A 1QOQ GALLON SEPTIC TANK
LEACHING:
SIDES: N/A
BOTTOM: 30 x 15 (.74) = 333
TOTAL: 450 S.F. 333 GPD
USE 2 ROWS OF (4) STANDARD INFILTRATORS EACH,
WITH 3' STONE AT SIDES, 3.3' BETWEEN ROWS AND
Z5' AT ENDS
-LEGEND
100.0 PROPOSED SPOT ELEVATION
l+ 19.6
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 100 - EXISTING CONTOUR
BOARD OF HEALTH
D-A=i E MA
AP ROVED DAT
off 506-362-4541
fax 506 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
LOCUS
m
I
MOHtANO
N P
N
SUNSET
WALLOW ST.
LOCATION MAP NTS
ASSESSORS MAP 42 PARCEL 68
WELL: MIW 29
ZONE: A
ADJ: 2.7'
NOTES:
1, DATUM IS ADIjj2n`JI1E /S TI-� rt,'O i '.JA✓ MAP
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASH D H-10--
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6, CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS,
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
TO BE USED FOR ANY OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING CESSPOOL(S,
TITLE 5 SITE PLAN
OF 32 MORNING DRIVE
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: WILLIAM MATHESON
20 0 20 40 60
SCALE: 1" = 20' DATE: MARCH 14, 2002
RECERVIED
APR 16 2002
HEALTH DEPT.
I
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FILL
2"
A/E
LS
9.1
1 OYR 3/2
BW
LFS
10YR 5/6
26"
17
C
F -M
2.5Y 6/4
117'
OBS WATER
1 .25'
129"
9.25
S _PTIC DESTC`I: (.. zRBr'r ^,ISPPS'-R NOT ALLOWED
D' -SIGN FLOW: -3 BEDROOMS (110 GPD) = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD ( 2 ) = 660
USE A 1QOQ GALLON SEPTIC TANK
LEACHING:
SIDES: N/A
BOTTOM: 30 x 15 (.74) = 333
TOTAL: 450 S.F. 333 GPD
USE 2 ROWS OF (4) STANDARD INFILTRATORS EACH,
WITH 3' STONE AT SIDES, 3.3' BETWEEN ROWS AND
Z5' AT ENDS
-LEGEND
100.0 PROPOSED SPOT ELEVATION
l+ 19.6
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 100 - EXISTING CONTOUR
BOARD OF HEALTH
D-A=i E MA
AP ROVED DAT
off 506-362-4541
fax 506 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
LOCUS
m
I
MOHtANO
N P
N
SUNSET
WALLOW ST.
LOCATION MAP NTS
ASSESSORS MAP 42 PARCEL 68
WELL: MIW 29
ZONE: A
ADJ: 2.7'
NOTES:
1, DATUM IS ADIjj2n`JI1E /S TI-� rt,'O i '.JA✓ MAP
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASH D H-10--
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6, CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS,
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
TO BE USED FOR ANY OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING CESSPOOL(S,
TITLE 5 SITE PLAN
OF 32 MORNING DRIVE
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: WILLIAM MATHESON
20 0 20 40 60
SCALE: 1" = 20' DATE: MARCH 14, 2002
RECERVIED
APR 16 2002
HEALTH DEPT.
I
y�62lo�