HomeMy WebLinkAboutEngineered Plan - 2019PRECAST H-10
RISERS (TYP.)
2'0
* 1 9.8'±
19.21'
SYSTEM PROFILE ALL SYSTEM
COMPONENTS
HALL BE
MARKED
E OR NOTES
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE1. DATUM IS NAVD 88
2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE
FILTER FABRIC OVER STONE 2. MUNICIPAL WATER IS EXISTING
Locus
MINIMUM O MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 21.0 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. T
NOTE: 2" MIN. WALLns�ow
THICKNESS REQUIRED BLOCKS OR 4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H—LQ
20.3 PRECAST RISERS o
4"OSCH40 PVC MORTAR ALL o�
6" MIN. SUMP PIPES LEVEL 1ST 2' H-10
COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT.
12" MIN. INT. DIM. �ENDS (TYP.) INV'S EL. 18.0'�—S
4'
10 1500 GAL H-10 14" IDES 18.83' o
" ➢o�a�o °oma" 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
TEE SEPTIC TANK TEE ° ��o QQo ; o 0 0 0 o 0 0 >°o°o°o°o WITH 310 CMR 15.000 TITLE 5. c
18.96' ° o 0 0 , o 0 0 0 0 0 0 0 0 0 ®®�70 ����— —C7®�� o°o°o°o° ( )
°°°°°°°°°°°° WATERTEST D'BOX o °o°o°o° ooa000®®®��a o���a���a�o
GAS BAFFLE ::; '° 0'00'0° FOR LEVELNESS N ;00000000 ��E7rnEl Ll 7® aoaa®®aa��o °o°a°o°o 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND o
'°°°°°°°° O0�®®�®��0� ;�o�o�o�o NOT TO BE USED FOR LOT LINE STAKING OR ANY 4Q V of -pin
18.27' 18.1' °°°°°°°° °°°°°°°° 16.0' OTHER PURPOSE. bele
4' LIQ. LEVEL (ACME OR EQUAL) °°°°°°°°
°°°°°°°°'°° °°°°°°°°°°'°°°?° °�°�°8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
°'0'"''''-� ° ° ° ° ° C °-°•° ° LH -10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. S!
3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. �
ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR 'S o
3•
6" CRUSHED STONE OR MECHANICAL ALL
DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' CONCEALED WITHOUT INSPECTION BY BOARD OF
COMPACTION. (15.221 [2])
n HEALTH AND PERMISSION OBTAINED FROM BOARD �I
i
LO OF HEALTH. Q 4 A
Q
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
(__3.5% SLOPE)
FOUNDATION— 16' —
LEGEND-
99—
EGEND
99--
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
—[99]--
PROPOSED CONTOUR
[98.4]
PROPOSED SPOT EL.
TH1
TEST HOLE
2�
SLOPE OF GROUND
I'a
UTILITY POLE
V
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
( 3 % SLOPE) (—L—% SLOPE)
SEPTIC TANK 23' D' BOX 12' —
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
.ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: PHIL RENAUD.
DATE: 10/3/19
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV.
p" 1 21.0'
FILL
14"
A
LS
1691 1OYR 4/2 19.7'
B
LS
32" 1OYR 5/6 18.3'
PERC
C
LS
2.5Y 7/4
126" 10.5'
NO GROUNDWATER ENCOUNTERED
DCE #19-311
Scale:1 "= 20'
0 10 20 30 40 50 FEET
LEACHING
FACILITY
I
PROVIDE 36' OF 40 II
OFF SAS IN AREA SHIQ
ELEV. 18.8', BOTTOM A
CALLING DIGSAFE (1-888-344-7233) AND
10.5' BOTTOM TH-1 VERIFYING THE LOCATION OF ALL UNDERGROUND Sc LOCUS MAP
NO GROUNDWATER FOUND t OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. SCALE 1"=2000'±
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 58 PARCEL 389
BE REMOVED BENEATH AND 5' AROUND THE
PROPOSED LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE X
12. EXISTING LEACHING FACILITY SHALL BE PUMPED (AREA OF MINIMAL FLOOD HAZARD) AS
AND REMOVED OR PUMPED AND FILLED WITH CLEAN SHOWN ON COMMUNITY PANEL #25001CO587J
SAND. LOCATION IS APPROXIMATE AND IS BASED ON DATED 7/16/2014
INFORMATION FROM THE OWNER.
VARIANCES REQUESTED:
REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 5')
REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 12.1')
GARAGE
SYSTEM DESIGN:
Permit valid for REPAIR OF SEPTIC SVSTEPJI
ONLY, due to State and Local septic variances.
Board of Health review and approval is required for
any future additions/renovations/alterations to
sewage facilities and/or structures/dwelling.
Yarmouth Health Department
APPROVED
11/1 /-/ 01'
Date
MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
y 1 nr 1
SH OF FrJFjSc
GARBAGE DISPOSER IS NOT ALLOWED
Cr
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
+u CI,'L1
I'a
SEPTIC TANK: 330 GPD (2) = 660
DINING
0
0
BED
USE A 1500 GAL. SEPTIC TANK
ROOM
=
=
ROOM
L cfD
Jv
Y
RRE
m
m
LEACHING:
DANIEL A. OJALA, P.E., P.L.S./
PO
SIDES: 2 (25 + 12.83) 2 (.74) _ 112 GPD
BED
BED
BOTTOM 25 x 12.83 (.74) _ 237 GPD
LIVING
ROOM
ROOM
ROOM
TOTAL: 472 S.F. 349 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
FLOOR PLAN:
NOT
TO SCALE
Permit valid for REPAIR OF SEPTIC SVSTEPJI
ONLY, due to State and Local septic variances.
Board of Health review and approval is required for
any future additions/renovations/alterations to
sewage facilities and/or structures/dwelling.
Yarmouth Health Department
APPROVED
11/1 /-/ 01'
Date
MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
8 BOB -O -LINK LANE
WEST YARMOUTH, MA
PREPARED FOR
FRANK LATINO
DATE: OCTOBER 21, 2019
off 508-362-4541
I fax 508-362-9880
downcape.com
d0 WO cdjke engineering, inc.
civil engineers
/and 'surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
19-311 LATINO.DWG
y 1 nr 1
SH OF FrJFjSc
Cr
s/'�
+u CI,'L1
I'a
r
`
L cfD
DATE
DANIEL A. OJALA, P.E., P.L.S./
8 BOB -O -LINK LANE
WEST YARMOUTH, MA
PREPARED FOR
FRANK LATINO
DATE: OCTOBER 21, 2019
off 508-362-4541
I fax 508-362-9880
downcape.com
d0 WO cdjke engineering, inc.
civil engineers
/and 'surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
19-311 LATINO.DWG