HomeMy WebLinkAboutEngineered Plan - Rev. 2013TE
i STEM FHUI- ILL MARK DS WITHCMAGNETICTO
TAPE R BE
VALL SHALL
NOTES
(NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE - 1. DATUM IS NGVD
TOP FOUND. EL. 11.6' 2. MUNICIPAL WATER IS EXISTING
\ 1 1.3' 2% SLOPE REQUIRED OVER SYSTEM 10.5' 3. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT.
MINIMUM .75' OF COVER OVER PRECAST
PROVIDE INSPECTION PORT TO WITHIN 3' OF FINAL GRADE
PRECAST H-10 4._ DESIGN LOADING FOR ALL PROPOSED PRECAST
RISERS (TYP.) UNITS TO BE AASHO H-10
.: 2'm UL4" OSCH40 PVC
PIPES LEVEL 1ST 2' 2" DOUBLE -WASHED PEASTON 5. PIPE JOINTS TO BE MADE WATERTIGHT.
OR GEOTEXTILE FABRIn 6. C
*9.66 10„ 1500 GAL H-10 14 9.0' 8.3' WITHCONSTRUCTION
310C MR I�5.000 (TITLE05>E IN ACCORDANCE
TEE ,
TEE. SEPTIC TANK 000000000000000 00 °
0 0 0
(PROP) 9.32N 907 0aaa00aaa0a0a oaa aaa°°°°
' oo0o000000000°00000o0o°°°°o°o°°°°°°00°0°°00°°°°°° 00°0°°°°°°°°° %. THIS PLAN IS FOR PROPOSED WORK ONLY AND
$00,0gggggg 8.50 gggg000000000g00000goa000g000gog0000000 g 0000000000a000000goo,GAS BAFFLE ::` 0 0 0_ °° o o° o°°° o 0 0 0 0 0 0 0 0 0 0 0° o o •o 0 0° 0 0 0
0000o00000000000000 00000000000 7,8 NOT TO BE USED FOR LOT LINE STAKING OR ANY
000000000000000000000000 0000000 OTHER PURPOSE.
4' LIQ LEVEL (ACME OR EQUAL) 8.69' 8.52' 4" PVC SET AT .005'/' SLOPE
N
ON 6" DOUBLEWASHED 3/4"- 1 1/2" STONE TE 0 40 4" P
JOO O O O O O'-;0;0;-;0;-;0;
O^ O` 0.O O O O O�'L
8. PIPE FOR SEPTIC SYSTEM T SCH. - VC.
•• 0°0°0°0°00000°00000000°o°o°aoa0o0o°0°0 -
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 41' x 11' x 0:5' DEEP PIPE AND STONE FIELD
,,o o„0_n_n„°_000 0 0 0 0 0 P_n_q0.0 0
*NOTE: PLUMBING TO BE RE-ROUTED TO 9. COMPONENTS NOT TO BE BACKFILLED OR
EXIT AT MIN. ELEVATION SHOWN TO PROVIDE 6" CRUSHED STONE OR MECHANICAL 5.0 CONCEALED WITHOUT INSPECTION BY BOARD OF
GRAVITY FLOW AND HOLD MIN. 5' TO GROUNDWATER } COMPACTION. (15.221 [2])HEALTH AND PERMISSION OBTAINED FROM BOARD
WATER TEST D'BOX FOR LEVELNESS OF HEALTH.
LEGEND- NOTE: CRAWLSPACE FLOOR AT EL. 10.6' IS HIGHER THAN TOP SAND,
OF SAS
CURRENT ZONING: R-25
99- EXISTING CONTOUR EXISTING 166 SF SHED (TO BE REMOVED) 10.74 FRONT SETBACK: 30'
X 99. 1.10.84 SPOT ELEV. • 10.84 11.11 10.93 SIDE SETBACK: 15'
10.40
10.77 � o REAR .SETBACK: 20'
9s PROPOSED CONTOUR10.37 MIN. FRONTAGE: 150' PROP. - 12.1
118.56- %
99 PROPOSED SPOT EL. 10.73 8 G'
V91111-
� MAX. LOT .COVERAGE: 25% ( )
TH1
10.16
TEST HOLE v ry bo 10.51 �/� `�•
Y PROP. ADDN. 0. 1 1. 4 J °o G N
10.50 II
2� SLOPE OF GROUND ^10.9 // SYSTEM STEM DESIGN.
� 6 bE/C \ PINENEEDLE ^ II
UTILITY POLE . 10.00 w 10.73 PARKING
PROP. RE-ROUTED // 10.6
_ FIRE HYDRANT GARBAGE DISPOSER IS NOT ALLOWED
1 0
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING PROVIDE C.O. AT I SUNRM. / 10.15
BENDS (TYP) iso DESIGN FLOW: 3 BEDROOMS 110 GPD 330 GPD
15.3 � �. 0 -
EXISTING 014 n USE A 330 GPD DESIGN FLOW
10 70 DWELLING / /
10.90 / / o
HOLE �+ 10. 0 TOP MON. 4ai 10.67
TEST,.HOLE LOGS 0 68 / �; / LOT s SEPTIC TANK: 330 GPD //2 = 660.
EL. 11.6' Q Uj l
11.3' / ��. / 10,0441 S.F. 7j D� / WATERLINE TO BE ,
�\ _41 / P ii RE-ROUTED IF RESERVE USE A 1500 GAL. SEPTIC TANK
ENGINEER: DANIEL A. GONSALVES, SE D X0.5' 9\ / UTILIZED, 10' MIN. FROM
CD 0 1\08 'N/49 / SEPTIC COMPONENTS
WITNESS: AMY VON HONE, RS 0 p 3 1�9 ��1 �\ / 10:03 LEACHING:
DATE: 8/21 /13
11.3' �:, �� 10.6c� SIDES: N/A
< 2 MIN INCH ~ 1'�, 0 10.40 / BOTTOM 41 x 11 (.74) 333 GPD
PERC. RATE _ ,
ell
TOTAL: 451 S. F. 333 GPD
NOTE: FILL REQUIRED / v
CLASS I SOILS TO MAINTAIN PROPER TH,��// ,��� /Gj /0.08
44
TONER OVER SEPTIC / / /�o• P� 10.48 USE 41' x 11' x 0.5' DEEP LEACH FIELD, WITH (2) 4" PERF.
ELEV. PVC PIPE, EACH PIPE 4' FROM EDGES OF FIELD
15 5 REMOVAL OF UNSUITABLE SOIL REQUIRED
' 26.0' 0 / 10.37 AROUND PERIMETER OF LEACHING FACILITY.
0" 10.3 10 29 / 10 01DOWN TO SUITABLE SOIL LAYER REPLACE
8"
40»
PERC
® 52
108
120"
Ap
LS
1OYR 5/2
B
LS
1OYR 5/8
C
M/CS
1OYR 6/4
OBS WATER
0.39 WITH CLEAN MED. SAND, TO MEET
o / / 10.4 SPECIFICATIONS OF 310 CMR 15.255(3)
/9.78 MA
APPROVED DATE BOARD OF HEALTH
05
�O .60 BENCH MARK - TOP OF TOWN OF
TITLE 5 SITE PLAN
GROUNDWATER ADJ. DATA: R6� ' 1 .15� YARMOUTH RD. BOUND. EL. = 10.4'
OF
WELL: MIW 29 /9.55 CATCH BASIN 4' DEEP p
7.0' ZONE: A
112 -1 9 47 DOES NOT INTERCEPT G -W 42 WAMPANOAG ROAD
ADJ: 1.5' 9 --6-6-9 80. 9:78 PROVIDE INSULATING BLANKETS OVER PIPING AS F-yvr;,,:cjjt:j lira€th Department J SOUTH YARMOUTH
NEEDED
GVH PREPARED FOR
WAMPANOAG ROAD .`�� l
Ine &.t`
9.23BETH COYNE
• .
OCTOBER 7, 2013
REV. 11/1/13 (MOVE ST)
as off 508-362-4541
0.3'
Scale:1 "= 20'
fax 508-362-9880
D1�f71vLR �P JAiNiEL yGs a
OJA �; ( downcope.com
tdown nope engineering qac.
N9, 4670+. � \�%}Plo <`�:;}"C ��.
f
21IT civil engineers
Ian d
a w:, f y
��, v�� � surve ors
939 Main Street Rte 6A
,3-®65 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L,S. � )
YARMOUTHPORT MA 02675
(-L-%
SLOPE) (-!-% SLOPE) (1 % SLOPE) USE ADJ. G AT EL. 2.8'
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
/�
LOCUS MAP
-W
CALLING DIGSAFE (1-888-344-7233) AND
17' 38' LEACHINGVERIFYING
THE LOCATION OF ALL UNDERGROUND &
FOUNDATION-
SEPTIC TANK D' BOX 4'
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
NOT TO SCALE
FACILITY
WORK.
*THE INSTALLER SHALL VERIFY THE
UTILITIES AND ALL BUILDING SEWER
LOCATIONS OF ALL
OUTLETS AND ELEVATIONS
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
ASSESSORS MAP 33 PARCEL 331
rF
Lewis
pond
PRIOR TO INSTALLING ANY PORTION
OF SEPTIC SYSTEM
SHALL BE REMOVED 5' BENEATH AND AROUND THE
LEGEND- NOTE: CRAWLSPACE FLOOR AT EL. 10.6' IS HIGHER THAN TOP SAND,
OF SAS
CURRENT ZONING: R-25
99- EXISTING CONTOUR EXISTING 166 SF SHED (TO BE REMOVED) 10.74 FRONT SETBACK: 30'
X 99. 1.10.84 SPOT ELEV. • 10.84 11.11 10.93 SIDE SETBACK: 15'
10.40
10.77 � o REAR .SETBACK: 20'
9s PROPOSED CONTOUR10.37 MIN. FRONTAGE: 150' PROP. - 12.1
118.56- %
99 PROPOSED SPOT EL. 10.73 8 G'
V91111-
� MAX. LOT .COVERAGE: 25% ( )
TH1
10.16
TEST HOLE v ry bo 10.51 �/� `�•
Y PROP. ADDN. 0. 1 1. 4 J °o G N
10.50 II
2� SLOPE OF GROUND ^10.9 // SYSTEM STEM DESIGN.
� 6 bE/C \ PINENEEDLE ^ II
UTILITY POLE . 10.00 w 10.73 PARKING
PROP. RE-ROUTED // 10.6
_ FIRE HYDRANT GARBAGE DISPOSER IS NOT ALLOWED
1 0
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING PROVIDE C.O. AT I SUNRM. / 10.15
BENDS (TYP) iso DESIGN FLOW: 3 BEDROOMS 110 GPD 330 GPD
15.3 � �. 0 -
EXISTING 014 n USE A 330 GPD DESIGN FLOW
10 70 DWELLING / /
10.90 / / o
HOLE �+ 10. 0 TOP MON. 4ai 10.67
TEST,.HOLE LOGS 0 68 / �; / LOT s SEPTIC TANK: 330 GPD //2 = 660.
EL. 11.6' Q Uj l
11.3' / ��. / 10,0441 S.F. 7j D� / WATERLINE TO BE ,
�\ _41 / P ii RE-ROUTED IF RESERVE USE A 1500 GAL. SEPTIC TANK
ENGINEER: DANIEL A. GONSALVES, SE D X0.5' 9\ / UTILIZED, 10' MIN. FROM
CD 0 1\08 'N/49 / SEPTIC COMPONENTS
WITNESS: AMY VON HONE, RS 0 p 3 1�9 ��1 �\ / 10:03 LEACHING:
DATE: 8/21 /13
11.3' �:, �� 10.6c� SIDES: N/A
< 2 MIN INCH ~ 1'�, 0 10.40 / BOTTOM 41 x 11 (.74) 333 GPD
PERC. RATE _ ,
ell
TOTAL: 451 S. F. 333 GPD
NOTE: FILL REQUIRED / v
CLASS I SOILS TO MAINTAIN PROPER TH,��// ,��� /Gj /0.08
44
TONER OVER SEPTIC / / /�o• P� 10.48 USE 41' x 11' x 0.5' DEEP LEACH FIELD, WITH (2) 4" PERF.
ELEV. PVC PIPE, EACH PIPE 4' FROM EDGES OF FIELD
15 5 REMOVAL OF UNSUITABLE SOIL REQUIRED
' 26.0' 0 / 10.37 AROUND PERIMETER OF LEACHING FACILITY.
0" 10.3 10 29 / 10 01DOWN TO SUITABLE SOIL LAYER REPLACE
8"
40»
PERC
® 52
108
120"
Ap
LS
1OYR 5/2
B
LS
1OYR 5/8
C
M/CS
1OYR 6/4
OBS WATER
0.39 WITH CLEAN MED. SAND, TO MEET
o / / 10.4 SPECIFICATIONS OF 310 CMR 15.255(3)
/9.78 MA
APPROVED DATE BOARD OF HEALTH
05
�O .60 BENCH MARK - TOP OF TOWN OF
TITLE 5 SITE PLAN
GROUNDWATER ADJ. DATA: R6� ' 1 .15� YARMOUTH RD. BOUND. EL. = 10.4'
OF
WELL: MIW 29 /9.55 CATCH BASIN 4' DEEP p
7.0' ZONE: A
112 -1 9 47 DOES NOT INTERCEPT G -W 42 WAMPANOAG ROAD
ADJ: 1.5' 9 --6-6-9 80. 9:78 PROVIDE INSULATING BLANKETS OVER PIPING AS F-yvr;,,:cjjt:j lira€th Department J SOUTH YARMOUTH
NEEDED
GVH PREPARED FOR
WAMPANOAG ROAD .`�� l
Ine &.t`
9.23BETH COYNE
• .
OCTOBER 7, 2013
REV. 11/1/13 (MOVE ST)
as off 508-362-4541
0.3'
Scale:1 "= 20'
fax 508-362-9880
D1�f71vLR �P JAiNiEL yGs a
OJA �; ( downcope.com
tdown nope engineering qac.
N9, 4670+. � \�%}Plo <`�:;}"C ��.
f
21IT civil engineers
Ian d
a w:, f y
��, v�� � surve ors
939 Main Street Rte 6A
,3-®65 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L,S. � )
YARMOUTHPORT MA 02675
(-L-%
SLOPE) (-!-% SLOPE) (1 % SLOPE) USE ADJ. G AT EL. 2.8'
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
/�
LOCUS MAP
-W
CALLING DIGSAFE (1-888-344-7233) AND
17' 38' LEACHINGVERIFYING
THE LOCATION OF ALL UNDERGROUND &
FOUNDATION-
SEPTIC TANK D' BOX 4'
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
NOT TO SCALE
FACILITY
WORK.
*THE INSTALLER SHALL VERIFY THE
UTILITIES AND ALL BUILDING SEWER
LOCATIONS OF ALL
OUTLETS AND ELEVATIONS
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
ASSESSORS MAP 33 PARCEL 331
PRIOR TO INSTALLING ANY PORTION
OF SEPTIC SYSTEM
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
LOCUS IS CURRENTLY WITHIN FEMA FLOOD ZONE "B"
12.EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
LEGEND- NOTE: CRAWLSPACE FLOOR AT EL. 10.6' IS HIGHER THAN TOP SAND,
OF SAS
CURRENT ZONING: R-25
99- EXISTING CONTOUR EXISTING 166 SF SHED (TO BE REMOVED) 10.74 FRONT SETBACK: 30'
X 99. 1.10.84 SPOT ELEV. • 10.84 11.11 10.93 SIDE SETBACK: 15'
10.40
10.77 � o REAR .SETBACK: 20'
9s PROPOSED CONTOUR10.37 MIN. FRONTAGE: 150' PROP. - 12.1
118.56- %
99 PROPOSED SPOT EL. 10.73 8 G'
V91111-
� MAX. LOT .COVERAGE: 25% ( )
TH1
10.16
TEST HOLE v ry bo 10.51 �/� `�•
Y PROP. ADDN. 0. 1 1. 4 J °o G N
10.50 II
2� SLOPE OF GROUND ^10.9 // SYSTEM STEM DESIGN.
� 6 bE/C \ PINENEEDLE ^ II
UTILITY POLE . 10.00 w 10.73 PARKING
PROP. RE-ROUTED // 10.6
_ FIRE HYDRANT GARBAGE DISPOSER IS NOT ALLOWED
1 0
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING PROVIDE C.O. AT I SUNRM. / 10.15
BENDS (TYP) iso DESIGN FLOW: 3 BEDROOMS 110 GPD 330 GPD
15.3 � �. 0 -
EXISTING 014 n USE A 330 GPD DESIGN FLOW
10 70 DWELLING / /
10.90 / / o
HOLE �+ 10. 0 TOP MON. 4ai 10.67
TEST,.HOLE LOGS 0 68 / �; / LOT s SEPTIC TANK: 330 GPD //2 = 660.
EL. 11.6' Q Uj l
11.3' / ��. / 10,0441 S.F. 7j D� / WATERLINE TO BE ,
�\ _41 / P ii RE-ROUTED IF RESERVE USE A 1500 GAL. SEPTIC TANK
ENGINEER: DANIEL A. GONSALVES, SE D X0.5' 9\ / UTILIZED, 10' MIN. FROM
CD 0 1\08 'N/49 / SEPTIC COMPONENTS
WITNESS: AMY VON HONE, RS 0 p 3 1�9 ��1 �\ / 10:03 LEACHING:
DATE: 8/21 /13
11.3' �:, �� 10.6c� SIDES: N/A
< 2 MIN INCH ~ 1'�, 0 10.40 / BOTTOM 41 x 11 (.74) 333 GPD
PERC. RATE _ ,
ell
TOTAL: 451 S. F. 333 GPD
NOTE: FILL REQUIRED / v
CLASS I SOILS TO MAINTAIN PROPER TH,��// ,��� /Gj /0.08
44
TONER OVER SEPTIC / / /�o• P� 10.48 USE 41' x 11' x 0.5' DEEP LEACH FIELD, WITH (2) 4" PERF.
ELEV. PVC PIPE, EACH PIPE 4' FROM EDGES OF FIELD
15 5 REMOVAL OF UNSUITABLE SOIL REQUIRED
' 26.0' 0 / 10.37 AROUND PERIMETER OF LEACHING FACILITY.
0" 10.3 10 29 / 10 01DOWN TO SUITABLE SOIL LAYER REPLACE
8"
40»
PERC
® 52
108
120"
Ap
LS
1OYR 5/2
B
LS
1OYR 5/8
C
M/CS
1OYR 6/4
OBS WATER
0.39 WITH CLEAN MED. SAND, TO MEET
o / / 10.4 SPECIFICATIONS OF 310 CMR 15.255(3)
/9.78 MA
APPROVED DATE BOARD OF HEALTH
05
�O .60 BENCH MARK - TOP OF TOWN OF
TITLE 5 SITE PLAN
GROUNDWATER ADJ. DATA: R6� ' 1 .15� YARMOUTH RD. BOUND. EL. = 10.4'
OF
WELL: MIW 29 /9.55 CATCH BASIN 4' DEEP p
7.0' ZONE: A
112 -1 9 47 DOES NOT INTERCEPT G -W 42 WAMPANOAG ROAD
ADJ: 1.5' 9 --6-6-9 80. 9:78 PROVIDE INSULATING BLANKETS OVER PIPING AS F-yvr;,,:cjjt:j lira€th Department J SOUTH YARMOUTH
NEEDED
GVH PREPARED FOR
WAMPANOAG ROAD .`�� l
Ine &.t`
9.23BETH COYNE
• .
OCTOBER 7, 2013
REV. 11/1/13 (MOVE ST)
as off 508-362-4541
0.3'
Scale:1 "= 20'
fax 508-362-9880
D1�f71vLR �P JAiNiEL yGs a
OJA �; ( downcope.com
tdown nope engineering qac.
N9, 4670+. � \�%}Plo <`�:;}"C ��.
f
21IT civil engineers
Ian d
a w:, f y
��, v�� � surve ors
939 Main Street Rte 6A
,3-®65 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L,S. � )
YARMOUTHPORT MA 02675