HomeMy WebLinkAboutEngineered Plan - 2018PROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
TOP FOUND. EL. 46.9'
SYSTEM PROFILE
(NOT TO SCALE)
2" PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
CONCRETE COVERS TO WITHIN 3" GRADE
43.8-44.8' MINIMUM 1.75' OF COVER OVER PRECA6 2% SLOPE REQUIRED OVER SYSTEM 41.8'
PRECAST H-�o NOTE: 2" MIN. WALL BLOCKS OR
' RISERS H-1 THICKNESS REQUIRED
42 S' PRECAST RISERS
2'0 4"OSCH40 PVC MORTAR ALL H-10
' 6" MIN. SUMP PIPES LEVEL 1 ST 2' COMPONENTS ,
° 12" MIN. INT. DIM. 4' (TYP.) INV S EL. 38.2 4'
A ENDS SIDES 39.03'
10" 1500 GAL H-10 14" p
°O°°o°°° - 000000°o°
41.74' TEE SEPTIC TANK TEE 41.49' o�oa PIF ooao aoo 'o°o°o°o°
°000°o°oo°°° WATERTEST D'BOX >00000000o�aoa000a�� ®®®oaa�o®®®
° ° ° ° o ° ° ° ° ° o ° °
GAS BAFFLE o 0 0 0 0 0 '00000000
o 0 0 0
aoaoaoao�oo o�o����oo�� ° ° ° °
-o0o0o„000_ FOR LEVELNESS c�io° ° ° °
>0000000ooa000a0000 a00000aoaoo .00000000 ,
38 53' 38 37 'O°°°°°°° 36.2
•:
99—
99—
:: 4 LIQ. LEVEL (ACME OR EQUAL) .:;
X 99. '
EXIST. SPOT ELEV.
—[99]—
° ° ° °
198•41
•D00
ODODOO°0°0000000000000000000000000000
TEST HOLE
2�.
SLOPE OF GROUND
0;
°0000000o�o�°°�°00000000�o�o�o�°�°„°�00000.
H-10 500 GAL.
3/4"-1-1/2" DOUBLE WASHED STONE X' MIN.
LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
a,
(2) UNITS REQUIRED
6
ALL AROUND PRECAST STRUCTURES
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83'
Locus
1 COMPACTION. (15.221 [2])
o �
on ysid �
1n
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER
OUTLETS AND ELEVATIONS
Dennis
PRIOR TO INSTALLING ANY PORTION
OF SEPTIC SYSTEM
Pond
( 1 1.5 y, SLOPE) ( 8 %SLOPE)
(-L-7. SLOPE)
30.7' BOTTOM TH-1
NO GROUNDWATER FOUND
FOUNDATION—
19' SEPTIC TANK 37' D'
LEACHING
BOX 17'
FACILITY
"f B_.ND
GEGEN D-
99—
99—
EXISTING CONTOUR
X 99. '
EXIST. SPOT ELEV.
—[99]—
PROPOSED CONTOUR
198•41
PROPOSED SPOT EL.
TH 1
TEST HOLE
2�.
SLOPE OF GROUND
<C21
UTILITY POLE
- ,
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: AMY VON HONE, RS
DATE: 2/28/2018
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV.
0" 41.7'
A
LS
16" 10YR 2/2
B
LS
30" 1OYR 5/6
39.2'
C
PERC
MS
1OYR 7/6
132" 30.7'
NO GROUNDWATER ENCOUNTERED
DCE #18-036
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.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H -M
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH
310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
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
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH.
10. CONTRACTOR. SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
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.
DATE
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 113 PARCEL 22
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001 CO578J
DATED 7/16/2014
Yarmouth HeJ" th Dqwirtriernt
kP?RO
D
6 6l6" )ante
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
TOTAL: 472 S.F. 349 GPD
USE (2),500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
, MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
DANIEL A. OJALA, P.E., P.L.S.
39 SUMMER STREET
YARMOUTHPORT. MA
PREPARED FOR
JESSE HAGOPIAN
DATE: MARCH 2, 2018
off 508-362-4541
fax 508-362-9880
downcape.com
down cage entineering, inc.
civil engineers
/and surveyors
1 939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
18-036 HAGOPIAN.DWG
a
0
i
o Tho
�
Z
<C21
� ac
o
a,
QI
6
Locus
o �
on ysid �
Dennis
Pond
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 113 PARCEL 22
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001 CO578J
DATED 7/16/2014
Yarmouth HeJ" th Dqwirtriernt
kP?RO
D
6 6l6" )ante
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
TOTAL: 472 S.F. 349 GPD
USE (2),500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
, MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
DANIEL A. OJALA, P.E., P.L.S.
39 SUMMER STREET
YARMOUTHPORT. MA
PREPARED FOR
JESSE HAGOPIAN
DATE: MARCH 2, 2018
off 508-362-4541
fax 508-362-9880
downcape.com
down cage entineering, inc.
civil engineers
/and surveyors
1 939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
18-036 HAGOPIAN.DWG