HomeMy WebLinkAboutEngineered Plan - Rev. 2017TOP FOUND. EL. 27.3'
PRECAST H-10
RISERS (TYP.)
2'o
' L' *23'± 21.05'
FOUNDATION
SYSTEM PROFILE
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE
23.5' MINIMUM .75' OF COVER OVER PRECAST
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
CONCRETE COVERS TO WITHIN 3" GRADE
(_L-5% SLOPE MIN.)
( 2 % SLOPE) ( 5 % SLOPE)
- 35' SEPTIC TANK 5' D' BOX 12' -
GEGEN D
as -
NOTE: 2" MIN. WALL
X 99.1
EXIST. SPOT ELEV.
-[99]-
PROPOSED CONTOUR
[98.4]
PROPOSED SPOT EL.
THICKNESS REQUIRED
24"
10YR 4/3/20.5'
BLOCKS OR
- 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE ��
UTILITY POLE
WITH
4"OSCH40 PVCMORTAR
4Oo
ALL PRECAST RISERS
OCATCH
BASIN
.,:7GAH
6"MIN. SUMP PIPES LEVEL 1ST 2'
12" MIN. INT. DIM.
G
COMPONENTS H-10
(TYP.) INV'S EL. 20.05
4'11500
OVERHEAD ELECTRIC
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
ENDS
�Qa
HEALTH AND PERMISSION OBTAINED FROM BOARD
SIDES
20.83SEPTIC
14"
10YR 5/4
°°°°°°°°
"TEE
C3
WORK.
4' LIQTEE
0.80'
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>o°o°o°o°
0 0 0 0
PROPOSED LEACHING FACILITY.
ACME OR EQUAL :.
° ° ° ° ° ° WATERTEST D'BOX
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3/4"-1-1/2" DOUBLE WASHED
`H-10 500 GAL.
STONE 4' MIN.
LEACHING CHAMBER BY ACME PRECAST
OR
EQUAL.
(3) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS
TO OUTSIDE OF STONE: 33.50' X 12.83'
COMPACTION. (15.221 [2])
a
(_L-5% SLOPE MIN.)
( 2 % SLOPE) ( 5 % SLOPE)
- 35' SEPTIC TANK 5' D' BOX 12' -
GEGEN D
as -
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-[99]-
PROPOSED CONTOUR
[98.4]
PROPOSED SPOT EL.
TH1
24"
10YR 4/3/20.5'
TEST HOLE
- 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE ��
UTILITY POLE
WITH
FIRE HYDRANT
4Oo
WATER SHUTOFF
OCATCH
BASIN
W
WATER LINE
G
GAS LINE
OHE
OVERHEAD ELECTRIC
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: PHIL RENAUD (BoH)
DATE: 101/19/17
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV.
1
0" 22.5'
10"
ALL
21.7
A
rom
otthew
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
/LS
UNITS TO BE AASHO H -1Q z°
24"
10YR 4/3/20.5'
Rfe 6q
- 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE ��
B
XLS
WITH
36"
10YR 5/6
19.5'
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
C1
NOT TO BE USED FOR LOT LINE STAKING OR ANY
�LS
60"
10YR 6/6/17.5'
9. COMPONENTS NOT TO BE BACKFILLED OR
C2
�Qa
HEALTH AND PERMISSION OBTAINED FROM BOARD
�SiL
OF HEALTH.
78"
10YR 5/4
16.0'
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1
C3
WORK.
MS
MAP 124 PARCEL 13
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL
10YR 7/6
BE REMOVED BENEATH AND 5' AROUND THE
38"
PROPOSED LEACHING FACILITY.
1 1.0'
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL SEWER OUTLETS AND ELEVATIONS PRIOR TO
INSTALLING ANY PORTION OF SEPTIC SYSTEM
NUNSUITABLE SOIL
1
NO GROUNDWATER ENCOUNTERED
DCE # 17-361
_f\
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
,AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND, TO MEET
SPECIFICATIONS OF 310 CMR 15.255(3)
� v
2�
00"
i
BENCHMARK:
BULKHEAD COR.\ ` O O
=26.3' NAVD88
I "�
0\
O.
O
17
y
25
24
LEACHING
FACILITY
11.0' BOTTOM TH-1
NO GROUNDWATER FOUND
C
237.
/
7.
N
T 1
/ co m
N \
MAP 124 PARCEL 13
\11,307± SF \
U
G G G_
o�
O \
24
til. 25 /
� O
CATCH
n n e' i k r
EXIS I ING
DWELLING
TOF = 27.3
7
Q 25
otD
Scale: 1 "= 20'
0 10 20 30 40 50 FEET
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. °
rom
otthew
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
Pond
UNITS TO BE AASHO H -1Q z°
v
5. PIPE JOINTS TO BE MADE WATERTIGHT.
Rfe 6q
- 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE ��
Locus
WITH
o
310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
a a
NOT TO BE USED FOR LOT LINE STAKING OR 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
�Qa
HEALTH AND PERMISSION OBTAINED FROM BOARD
/
OF HEALTH.
,
A ^ p
IV'A
10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOC
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1
'=2000'±
WORK.
ASSESSORS
MAP 124 PARCEL 13
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL
BE REMOVED BENEATH AND 5' AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
BEDROOM
BATH •-,o
D
0
M
BEDROOM
SECOND FLOOR
BEDROOM BEDROOM
BATH
PORCH LIVING
GARAGE KITCHEN ROOM
FIRST FLOOR
F,, -,
aa, .aIth Department
i`��a;t: r
Date
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 4 BEDROOM DWE LING
DESIGN FLOW: 4 BEDR00 S @ 110 GPD = 440 GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD 1 880
USE 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2(33.5 + 12.83 2 .74 = 137 GPD
BOTTOM 33.5 x 12.83 .74 = 318 GPD
TOTAL: 615 S.F. 455 GPD
USE (3) 500 GAL. L ACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
M,
APPROVED DATE BOARD OF HEALTH
"OFMggS"si(OF Mq
o� DAN rI L yGJ '`� �%o�'� cSG'�
A. xx/ c
Io QJALA
•6;U p,,P,L/�
U Vto
No. 40'60 No. 461502
STUa�t�r
S%NAL Ef f
DATE DANIEL A. OJALA, P.E., P.L.S.
TITLE 15 SITE PLAN
OF
25 UNION STREET
YARMOUTHPORT. MA
'.PREPARED FOR
FULYA TANYU
DA E: NOV. 3, 2017
REV: DEC 19, 2017 (SEPTIC TANK)
off 508-362-4541
I fax 508-362-9880
downcape.com
dowa c e eagineerin4g, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARIOUTHPORT MA 02675
17-361 TANYL