HomeMy WebLinkAboutEngineered Plan - 2016SYSTEM PROFILE
(NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE
ID. EL. 34.4' 33.0' FILTER FABRIC OVER STONE
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
2% SLOPE REQUIRED OVER SYSTEM
WATERTEST D'BOX FOR LEVELNESS BLOCKS OR
PRECAST H-10 MIN. 2" WALL THICKNESS PRECAST RISERS
RISERS (TYP.) 4"0SCH40 PVC MORTAR ALL +
2'0
PIPES LEVEL 1ST 2' COMPONENTS INVERT IN 28.17
*
28.74'
ENDS (nP') SIDES 29.0'
• ., .pse�oe ee�oo�_ ... .. ., ..jj .. t '. .n . � .. ' . '.. '. '.. ' .. �' .. •, .. n , `. , o o e.e.o.e.a.e
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8.49 6" MIN. SUMP °o°O°o°O 00°°°0 0
0000000000°0 ,°°°000°° °°o°°°o
°oo�°,c�000^o0 12" MIN. INT. DIM. nj io°0000°000 ®®®®®®®®®®�®®®®®���® ;oo�0000°oo
28.44 28.27 >00000goo OCJ®®����®tea DD®®a��0�fa® :oog00000
° ° 26.17
�oo°°°°°°°°°o°°°°°°°°o°°°°°°°°°°°°°°°°°° f r
°o°o°o°o°opo°o°o°o°o°o°o°o°°o°o°o°o°o°o°o°off `H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUA
,o,,o�o_�_ _n_ .� 0 0 0 o .0 o.�_�_ _�.o.0 0 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN.
ALL AROUND PRECAST STRUCTURES I(2) UNITS REQUIRED
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE:. 25.00' X 12.83'
COMPACTION. (15.221 [2]) 1
)
(1--5% SLOPE) (—L% % SLOPE) (—L% % SLOPE)
MIN. LEACHING
FOUNDATION—
17' SEPTIC TANK 5' D' BOX 12' FACILITY 21.0' BOTTOM TH-1
NO GROUNDWATER FOUND
*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—
10" 1500 GAL H-10 14"
TEE SEPTIC TANK TEE .•.
GAS BAFFLE
4' LIQ_ LEVEL (ACME OR EQUAL) .
X 99.1
ENDS (nP') SIDES 29.0'
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8.49 6" MIN. SUMP °o°O°o°O 00°°°0 0
0000000000°0 ,°°°000°° °°o°°°o
°oo�°,c�000^o0 12" MIN. INT. DIM. nj io°0000°000 ®®®®®®®®®®�®®®®®���® ;oo�0000°oo
28.44 28.27 >00000goo OCJ®®����®tea DD®®a��0�fa® :oog00000
° ° 26.17
�oo°°°°°°°°°o°°°°°°°°o°°°°°°°°°°°°°°°°°° f r
°o°o°o°o°opo°o°o°o°o°o°o°o°°o°o°o°o°o°o°o°off `H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUA
,o,,o�o_�_ _n_ .� 0 0 0 o .0 o.�_�_ _�.o.0 0 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN.
ALL AROUND PRECAST STRUCTURES I(2) UNITS REQUIRED
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE:. 25.00' X 12.83'
COMPACTION. (15.221 [2]) 1
)
(1--5% SLOPE) (—L% % SLOPE) (—L% % SLOPE)
MIN. LEACHING
FOUNDATION—
17' SEPTIC TANK 5' D' BOX 12' FACILITY 21.0' BOTTOM TH-1
NO GROUNDWATER FOUND
*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 99.1
EXIST. SPOT ELEV.
—[991—
PROPOSED CONTOUR
[98.4]
PROPOSED SPOT EL.
TH1
TEST HOLE
2�
SLOPE OF GROUND
C -0b
UTILITY POLE
Ond
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
*NOTE: INTERIOR PLUMBING TO BE
RE-ROUTED TO EXIT THE DWELLING IN
LOCATION SHOWN ON PLAN VIEW.
PLUMBER TO CONFIRM FEASIBILITY
PRIOR TO INSTALLING ANY PORTION
OF THE SEPTIC SYSTEM.
ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: AMY VON HONE, RS
DATE: 12/7/16
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
o" 4
FILL
16"
ELEV.
32.0'
B
LS
20" 1OYR 5/3 30.3'
C
PERC
MS
1OYR 6/8
132" I 121.0'
NO GROUNDWATER ENCOUNTERED
DCE #16-398
Scale: 1"= 20'
0 10 20 30 40 50 FEET
FLOORPLAN
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 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 132 PARCEL 110
SITE IS NOT LOCATED WITHIN A ZONE II
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 2 BEDROOM DWELLING
- - - DESIGN FLOW:- 3 -BEDROOMS 05 110 GPD 330 GRID
USE A 330 GPD DESIGN FLOW
Yarmouth Health Department
Pp V.ED
arae Date
� �ZN OF 44,qsS.-
DAN[
DANIELA.
OJALA
CIVIL
No. 46502 �a
&GfSTel?, ,
a ss�ONAL N j
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
APPROVED DATE
IN OF hfj 6
gc`a�t
DANIEL yGs
A.
OJALA CA
No. 40980
P
{ 0 ess\o
"!VD SUR11E�a
DATE DANIEL A. OJALA, P.E., P.L.S.
, MA
BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
114 CENTER STREET
YARMOUTH PORT, MA
PREPARED FOR
MARK STANLEY
DATE: DECEMBER 8, 2016
F. off 508-362-4541
fax 508-362-9880
downcope.com
0OW/1 cape eftkeeriV f kC.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
16.398 STANLEY.DWG
O°
Locus
m
M hew
tea°
Ond
o
�
t
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 132 PARCEL 110
SITE IS NOT LOCATED WITHIN A ZONE II
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 2 BEDROOM DWELLING
- - - DESIGN FLOW:- 3 -BEDROOMS 05 110 GPD 330 GRID
USE A 330 GPD DESIGN FLOW
Yarmouth Health Department
Pp V.ED
arae Date
� �ZN OF 44,qsS.-
DAN[
DANIELA.
OJALA
CIVIL
No. 46502 �a
&GfSTel?, ,
a ss�ONAL N j
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
APPROVED DATE
IN OF hfj 6
gc`a�t
DANIEL yGs
A.
OJALA CA
No. 40980
P
{ 0 ess\o
"!VD SUR11E�a
DATE DANIEL A. OJALA, P.E., P.L.S.
, MA
BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
114 CENTER STREET
YARMOUTH PORT, MA
PREPARED FOR
MARK STANLEY
DATE: DECEMBER 8, 2016
F. off 508-362-4541
fax 508-362-9880
downcope.com
0OW/1 cape eftkeeriV f kC.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
16.398 STANLEY.DWG