HomeMy WebLinkAboutEngineer Plans - 2021SYSTEM PROFILE
(NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE
PRECAST H-10 [f-7.
RISERS (TYP.) 22.0'±
10" EXISTING 14"
TEE SEPTIC TANK** TEE
GAS BAF
FOUNDATION— EXIST. — SEPTIC TANK
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
LEGEND-
EGEND99—
99—
EXISTING CONTOUR
X 99•/
EXIST. SPOT ELEV.
—[99]—
PROPOSED CONTOUR
[98.41
PROPOSED SPOT EL.
TH1
LS
Y2-%
TEST HOLE
1OYR 3/2
SLOPE OF GROUND
C -Q)
UTILITY POLE
A .
FIRE HYDRANT -
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: PHIL RENAUD
DATE: 7/22/21
PERC. RATE _ < 2 MIN/INCH
CLASS i SOILS
4 ELEV.
0" 22.5'
PEI
NO GROUNDWATER ENCOUNTERED
DICE #21-243
EA YV
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
CONCRETE COVERS TO WITHIN 3" GRADE
2% SLOPE REQUIRED OVER SYSTEM 23.0'
WATERTEST, D'BOX FOR LEVELNESS BLOCKS OR
MIN. 2' WALL THICKNESS PRECAST RISERS
4"OSCH40 PVC MORTAR ALL INVERT IN 20.0'
PIPES LEVEL IST 2' 4' COMPONENTS 4,
— ENDS (TMP') SIDES v 20.$3'
%Bm
2Q.67'* 6" MIN. SUMP®®�"12" MIN. INT. DIM. ' �EJF ® �® ®0==M
20.27' 20.1' 18.0
3/4"-1-7 2" DOUBLE ....SHED STONE 4' MIN. LH -10,500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL.
1 (2) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X:12.83'
COMPACTION. (15.221 [21)
(!---3% SLOPE) (-j-7 SLOPE)
—12' D' BOX 12' LEACHING
FACILITY
**INSTALLER SHALL CONFIRM MINIMUM
SEPTIC TANK SIZE AT 1000 GALLONS
AND ITS SUITABILITY FOR RE—USE.
REPLACE WITH 1500 GALLON SEPTIC
TANK APPROPRIATE TO SITE
CONDITIONS IF NOT SUITABLE
(J
0� q
OO
CPN 0 b
q � ` 1x 22 JL
O
PAVED
wDRIVE TH1 �O
C�' 2,3
23
I
BENCHMARK: T
MAG NAIL SET
=22.8' NAVD88
24 A
m /RATIO
EXISTING
LOT 17 DWELLING
2� 13,030± S.F/ TOF = 25.8'
/o
I
'S N�
c
i
Scale:1 "= 20'
0 10 20 30 40 50 FEET
12.5' BOTTOM TH-1
NO GROUNDWATER FOUND
Permitvalid for REPAIR OF SEPTIC SYSTEM
ONLY, duetoState and Local septic variances.
Board of Health review and approval is required for
any future additions/renovation%/alterations to.
sewage facilities and/or structures/dwelling.
Yarmouth Nealth Department
APPROVED
Name Date
Z/
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 -]Q
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.
FILL
12"
0o
A
LS
15"
1OYR 3/2
1.25'
B
A .
'ndamm r
LS
p
n
30"
1OYR 5/8
20.0'
C
2C
z oo
MS
eg'no
�
2.5Y 7/4
20"
12_5'
NO GROUNDWATER ENCOUNTERED
DICE #21-243
EA YV
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
CONCRETE COVERS TO WITHIN 3" GRADE
2% SLOPE REQUIRED OVER SYSTEM 23.0'
WATERTEST, D'BOX FOR LEVELNESS BLOCKS OR
MIN. 2' WALL THICKNESS PRECAST RISERS
4"OSCH40 PVC MORTAR ALL INVERT IN 20.0'
PIPES LEVEL IST 2' 4' COMPONENTS 4,
— ENDS (TMP') SIDES v 20.$3'
%Bm
2Q.67'* 6" MIN. SUMP®®�"12" MIN. INT. DIM. ' �EJF ® �® ®0==M
20.27' 20.1' 18.0
3/4"-1-7 2" DOUBLE ....SHED STONE 4' MIN. LH -10,500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL.
1 (2) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X:12.83'
COMPACTION. (15.221 [21)
(!---3% SLOPE) (-j-7 SLOPE)
—12' D' BOX 12' LEACHING
FACILITY
**INSTALLER SHALL CONFIRM MINIMUM
SEPTIC TANK SIZE AT 1000 GALLONS
AND ITS SUITABILITY FOR RE—USE.
REPLACE WITH 1500 GALLON SEPTIC
TANK APPROPRIATE TO SITE
CONDITIONS IF NOT SUITABLE
(J
0� q
OO
CPN 0 b
q � ` 1x 22 JL
O
PAVED
wDRIVE TH1 �O
C�' 2,3
23
I
BENCHMARK: T
MAG NAIL SET
=22.8' NAVD88
24 A
m /RATIO
EXISTING
LOT 17 DWELLING
2� 13,030± S.F/ TOF = 25.8'
/o
I
'S N�
c
i
Scale:1 "= 20'
0 10 20 30 40 50 FEET
12.5' BOTTOM TH-1
NO GROUNDWATER FOUND
Permitvalid for REPAIR OF SEPTIC SYSTEM
ONLY, duetoState and Local septic variances.
Board of Health review and approval is required for
any future additions/renovation%/alterations to.
sewage facilities and/or structures/dwelling.
Yarmouth Nealth Department
APPROVED
Name Date
Z/
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 -]Q
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 ) AND
VERIFYING ITHEFLOCATION OF ALL233UNDERGROUND & LOCUS MAP
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. SCALE 1"=2000'±
11. ANY UNSUITABLE MATERIAL .ENCOUNTERED SHALL ASSESSORS MAP 78. PARCEL 155
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 #25001CO583J
SAND. I DATED 7/16/2014
BEDROOM BEDROOM'
BATH BEDROOM
KITCHEN
DINING/LIVING ROOM
SITE IS LOCATED WITHIN A STATE ZONE
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 3 BEDROOM DWELLING
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE -A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
**RE—USE EXISTING 1000 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
�'w U FLOOR PLAN
(N.T.S.)
AUG 2 4 2021
O 0 HE ITH bEhT
TITLE 5 SITE PLAN
OF
0 MASS r tri OF F5
1�F•P qC
°= DANNIEL °N�oN;� ;A �'�N 146 LAKEFIELD RD.
A.
gN°L
4JBD N` 5'S(<` ,, SOUTH YARMOUTH, MA
1� suRVE ° v ° tPREPARED FOR
DANIEL
A.
O'ALA
No 409110
)AN ELA.
0 ALA
CIVIL
No 46502
DATE DANIEL A. OJALA,
JOSH FAZIO
DATE: AUGUST 2, 2021
off 508-362-4541
fax 508-362-9880
downcope.com
NOWn cope engineering, Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
21-243 FAZIO.DWG
0o
r Wnin9
4
o m
s
� LOCUS
A .
'ndamm r
O
y.
`P
p
n
/P6
y. o at
sCh 9� d
oo/
o Ca L Bess
z oo
Hbzelmoor
eg'no
�
a
T
''pt.
Noyes
Pond
0 00
R00 c
o0 0
0
9
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING ) AND
VERIFYING ITHEFLOCATION OF ALL233UNDERGROUND & LOCUS MAP
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. SCALE 1"=2000'±
11. ANY UNSUITABLE MATERIAL .ENCOUNTERED SHALL ASSESSORS MAP 78. PARCEL 155
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 #25001CO583J
SAND. I DATED 7/16/2014
BEDROOM BEDROOM'
BATH BEDROOM
KITCHEN
DINING/LIVING ROOM
SITE IS LOCATED WITHIN A STATE ZONE
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 3 BEDROOM DWELLING
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE -A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
**RE—USE EXISTING 1000 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
�'w U FLOOR PLAN
(N.T.S.)
AUG 2 4 2021
O 0 HE ITH bEhT
TITLE 5 SITE PLAN
OF
0 MASS r tri OF F5
1�F•P qC
°= DANNIEL °N�oN;� ;A �'�N 146 LAKEFIELD RD.
A.
gN°L
4JBD N` 5'S(<` ,, SOUTH YARMOUTH, MA
1� suRVE ° v ° tPREPARED FOR
DANIEL
A.
O'ALA
No 409110
)AN ELA.
0 ALA
CIVIL
No 46502
DATE DANIEL A. OJALA,
JOSH FAZIO
DATE: AUGUST 2, 2021
off 508-362-4541
fax 508-362-9880
downcope.com
NOWn cope engineering, Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
21-243 FAZIO.DWG