HomeMy WebLinkAboutEngineer PlanLEGEND
" 99 -- EXISTING CONTOUR
X 99.1 EXIST. SPOT ELEV.
99 PROPOSED CONTOUR
j98-4] PROPOSED. SPOT EL.
ThH1
-Lt4 TEST HOLE
2
SLOPEOF GROUND
UTILITY POLE
FIRE HYDRANT
NOTE NOT ALLSYM EABOLS MAY APPEAR IN DRAWING
S SHALL
.
SYSTEM STEN) PRQC'LEALL MARKED�WIITTHCMAGNETICT APE OR VENT
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PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) I COMPARABLE MEANS FOR FUTURE. LOCATION. NOTES
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 1. DATUM IS NAND 88
TOP FOUND. EL. 16.0' FILTER FABRIC OVER STONE 2, MUNICIPAL WATER IS EXISTING
MINIMUM .75' OF COVER OVER PRECAST F2% SLOPE REQUIRED OVER SYSTEM
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
PRECAST H-10 L
ATER TEST VBOX FOR LEVELNESS BLOCKS DR
RISERS (iYP.) PRECAST H -to 3 MORTAR ALL PRECAST RISERS 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
�° 12 9' RISERS (tYPJ 4"fsSCH40 PVC COMPONENTS H-10 INV'S EL TO BE AASHO H-10 (H-20 LEACHING)
2 ° PIPES LEVEL 1ST 2' 4N_Do� 10.62' 4.0'
" 10" EXISTING 74_SIDES11,62' 5. PIPE JOINTS TO BE MADE WATERTIGHT.
TEE SEPTIC TANK** TEE *. t0" 1000 GAL H-16 14" o 11.5� ��� �®® F®M® O ___®��j g<: 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
1 .49 TEE SEPTIG TANK TEE , 0 0 ; o n,4' oo°00000°ogo 6" MIN SUMP ®®®�®®® �. - o 310 CMR 15.D00 (TITLE 5.)
GAS BAFFLE : .4a°o°o°o,^o$ 12" MIN. INT. DIM.�®® ®® ®®®®® ®®® _GAS BAFFLE:; ""o " ®®L�l®®®L�1®®® ®®1�®I�'7®� 7: THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
11.23' 11.0( g= n 8.62' BE USED FOR LOT LINE STAKING OR ANY OTHER
,TAS
LEVEL (ACME OR EQUAL) ' PURPOSE.
p0000po0u00°° 0000°0°0°000 0
000000000 0 00000 00000'- LH -20 500 GAL. LEACHING CHAMBERS BY ACME PRECAST
°o°o°000°o°o°0°0°0°°0°0090,°,°°o°o ooOP S PIPE FOR SEPTIC SYSTEM TO SCH 40-4" PVC
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3/4 –1-1/2 DOUBLE WASHED STONE (9) UNITS REQUIRED
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 40' X 10'
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ADD A 1000 GAL. H--10
SEPTIC TANK
DATE: MAY 4, 2016
LEACHING:
DATE:
NOVEMBER 9, 2016 (REVISED
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SIDES: 2 89.5 + 12.83)
2 (_74)= 276 GPD
Scale: 1"= 20'
vcu
pfd data 5' WAs
N % P
�m
COMPACTION. (}5.221 [2])
( % SLOPE) (-1-7 SLOPE)
( 1 % SLOPE)
..
"
+
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH.
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FOUNDATION— EXIST. —
*THE INSTALLER SHALL VERIFY THE
UTILITIES AND ALL BUILDING SEWER
SEPTIC TANK
LOCATIONS OF ALL
OUTLETS AND ELEVATIONS
1 SEPTIC TANK 1' D' BOX
**INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT
1000 GALLONS AND ITS SUITABILITY FOR RE–USE. REPLACE
46'
LEACHING
FACILITY
4.1' BOTTOM TH-1
NO GROUNDWATER FOUND
fax08DAJiELA, –362-680
USE (9) 500 GAL. H-20
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-668-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
OJALA
PRIOR TO INSTALLING ANY PORTION
OF SEPTIC SYSTEM
WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE
4' STONE AT SIDES &
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11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
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CONDITIONS IF NOT SUITABLE
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GROUNDWATER DOWN TO EL.
3.62 PRIOR
REMOVED 5' BENEATH AND AROUND THE PROPOSED
DATEDANIEL A. OJALA,
P. E., P.L.S.
939 Main Street ( Rte 6A)
TO INSTALLATION OF ANY PORTION OF THE
LEACHING. FACILITY.
p
c DESIGN:
S 1�/ STE DESIGN:
YARMOUTHPORT MA 02675
SEP71C SYSTEM
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
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-
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 9 BEDROOMS ® 110 GPD = 990 GPD
l
_
EXISTING
USE A 990 GPD DESIGN FLOW
O GARAGF
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1y,060± Sq Ft
SEPTIC TANK: 990 GPD (2) = 1980
RE—USE EXISTING 1500 GAL SEPTIC TANK**
PAVED
DRIVE
ADD A 1000 GAL. H--10
SEPTIC TANK
DATE: MAY 4, 2016
LEACHING:
DATE:
NOVEMBER 9, 2016 (REVISED
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SIDES: 2 89.5 + 12.83)
2 (_74)= 276 GPD
Scale: 1"= 20'
vcu
pfd data 5' WAs
N % P
�m
BOTTOM 80.5 x 12.83 (74) = 764 GPD
0 10 20 30 40 50
FEET
'CA OFfdAsT
'�{N OF Ais, n.
TOTAL: 1406
S.F. 1040 GPD
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fax08DAJiELA, –362-680
USE (9) 500 GAL. H-20
LEACHING CHAMBERS
OJALA
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(ACME OR EQUAL) WITH
4' STONE AT SIDES &
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2' STONE AT ENDS
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DATEDANIEL A. OJALA,
P. E., P.L.S.
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
1.6-117 FALLOWS-DWG
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EXISTING
MAP 61 PCL. 13
O GARAGF
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1y,060± Sq Ft
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PAVED
DRIVE
BENCHMARK
{
COR BULKHEAD
/
EL, = 15.25'
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EXISTING
H1
�.
DWELLING
2�:
TOP OF FNDN
EL. 16.0
(Jul
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,MOP, VENT WITH CHARCOAL FILTER
AND'; BUGSCREEN (FINAL, PLACEMENT BY
CONTRACTOR WITH HOMEOWNER
6i§ULTATION) c4
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BICE #16-117
.. 84TH
BEDROOM
BEDROOM BEDROOM
L111NO
� DINING KITCHEN
BEDROOM � I I
IST FLOOR
FLOOR PLAN
NOT TO SCALE
84TH
8EGROOM BEDROOM
8A H
FAMILY
ROOM
1
BEL ROOM BEDROOM 8A7H.
2ND FLOOR
FLOOR PLAN
NOT TO SCALE
I
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 61 PARCEL 13
VARIANCE REQUESTED UNDER MAX.
FEASIBLE COMPLIANCE 15.405
1b:
SAS TO BE > 3' BUT < 6' BELOW FINISH
GRADE (VENT AND H-20 PROVIDED)
1b:
REDUCTION IN SETBACK, SAS TO
FOUNDATION (20' TO 17.8')
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE 13871
WITNESS: AMY VON HONE, RS
DATE: __4/27/16 -----
PERC. RATE = _2< 2 MIN/INCH
CLASS— I SOILS
4ELEV,
0" 15.1'
A
LS
14" 10YR 3/2
Ls
LS
24„ 10YR 5/6 13.1'
PERC C
MS
10YR 7/4,
Permit valid for REPAIR OF SEPTIC SYSTEM
ONLY, due to State and Local septic variances.
Board of Health its iew and appsa( is required for
any future ad dhuons/renovation s/aiterations to
sewage facilities and/or structures/dwelling.
1 32" 4�1' Yarmouth Iteaith Department....
NO GROUNDWATER ENCOUNTERED APPROVED
6-- — a.
N ma Dnte
OF
L T
SOUTH l�AMMUUTH MA
7
PREPARED FOR
FALL%C)W3r"% FAMILY L
DATE: MAY 4, 2016
DATE:
NOVEMBER 9, 2016 (REVISED
Loi Pine
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Scale: 1"= 20'
vcu
pfd data 5' WAs
N % P
�m
5 �p°!
0 10 20 30 40 50
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 61 PARCEL 13
VARIANCE REQUESTED UNDER MAX.
FEASIBLE COMPLIANCE 15.405
1b:
SAS TO BE > 3' BUT < 6' BELOW FINISH
GRADE (VENT AND H-20 PROVIDED)
1b:
REDUCTION IN SETBACK, SAS TO
FOUNDATION (20' TO 17.8')
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE 13871
WITNESS: AMY VON HONE, RS
DATE: __4/27/16 -----
PERC. RATE = _2< 2 MIN/INCH
CLASS— I SOILS
4ELEV,
0" 15.1'
A
LS
14" 10YR 3/2
Ls
LS
24„ 10YR 5/6 13.1'
PERC C
MS
10YR 7/4,
Permit valid for REPAIR OF SEPTIC SYSTEM
ONLY, due to State and Local septic variances.
Board of Health its iew and appsa( is required for
any future ad dhuons/renovation s/aiterations to
sewage facilities and/or structures/dwelling.
1 32" 4�1' Yarmouth Iteaith Department....
NO GROUNDWATER ENCOUNTERED APPROVED
6-- — a.
N ma Dnte
OF
L T
SOUTH l�AMMUUTH MA
7
PREPARED FOR
FALL%C)W3r"% FAMILY L
DATE: MAY 4, 2016
DATE:
NOVEMBER 9, 2016 (REVISED
FLOOR PLAN)
Scale: 1"= 20'
0 10 20 30 40 50
FEET
'CA OFfdAsT
'�{N OF Ais, n.
off 508-2-94541DANIEL
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fax08DAJiELA, –362-680
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OJALA
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:46502
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n No 409$0 1 '
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MAR 18 2022
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C�1 O F {
,•-- �9 - �&6' %NAL ui
fifis O
fANO SO 'TOA
_
HEALTH
CYV/l engineers
( t—
y
J
^. DEPT
land surveyors
DATEDANIEL A. OJALA,
P. E., P.L.S.
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
1.6-117 FALLOWS-DWG