HomeMy WebLinkAboutEngineered Plan - Rev. 20140
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13.0' BOTTOM TH-1 & 2 LOCUS IVIA
1 % SLOPE 1 % SLOPE) NO GROUNDWATER FOUND
NOT TO SCALE SCALE 1"=2000't
LEACHING (GROUNDWATER EXPECTED AT ELEV. 3't)
FOUNDATION EXIST. SEPTIC TANK 22 D' G
BOX 12 FACILITY
ASSESSORS MAP 92 PARCEL 11
R SHALL' VERIFY THE **
THE INSTALLS INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT
LOCUS IS WITHIN FEMA FLOOD ZONE
LOCATIONS OF ALL UTILITIES AND ALL1000. GALLONS AND ITS SUITABILITY 1 ITY FOR RE -USE. REPLACE
A5 ELEV. 7, B AND C AS SHOWN
BUILDING SEWER OUTLETS AND WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE
SYSTEM DESIGN. ON COMMUNITY PANEL #250015 0002D
ELEVATIONS 'PRIOR TO INSTALLING ANY CONDITIONS IF NOT SUITABLE
_,
OF SEPTIC ..SYSTEM DATED JULY 2, 1992
PORTION
GARBAGE. DISPOSER IS NOT ALLOWED
EXISTING 3` BEDROOM DWELLING
DESIGN FLOW: 4 BEDROOMS @ 110 GPD 440 GPD
USE A 440 GPD DESIGN FLOW
BENCHMARK 22.95
SEPTIC TANK: 440 GPD (2) 880
CONC. BOUND ` / **RE -USE EXISTING 1000 GAL. SEPTIC TANK
" �ELEV. 26.0'
.7
--- - - -
LEACHING:
- JSIDES:2' (33.5 + 12.83) 2 (.74) = 137 GPD DAT'vM IS NGVD29
.SC _.___ �_.�:
V / _ -
> --GPD MUNICIPAL WATER 1S EXISTING'
/ .45 BOTTOM 33.5 x 12.83 (.74) .318 2.
�
CAUTION: GASLINE IN AREA OF
?,-_30. CC614 S. F. 455 GPD 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. ______._
4 �2 PROPOSED WORK TOTAL.
r ! 1 64'
/ 6.6 R ALL PROPOSED PRECAST UNITS
/ (" .� t � x 24 S. 4. DESIGN LOADING FOR P 0. - M ERS ACME OR EQUAL -
LARGE c ��� 47 r 00 USE (3) 500 GAL. H 20 LEACHING CHAMBERS ( ) TO BE AASHO H 10
V x 6.21
G ROCK ,f WITH, 4 STONE ALL AROUND
�[V �c �^ 6 o 5. PIPE JOINTS TO BE MADE WATERTIGHT.
125.5 L / x 5.54 x
t{6.73 'LOT 6 / � o S .�
/ • 0 > . CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
GASLINE / �. 1 60,640 SF � LARG � \ 6
7 / 310 CMR 15.000 (TITLE V.)
/ 4.991 <
� x 24. 3 :
X 5.1 2 I� ONLY AND NOT TO
/ , � � `5 --� C� � 7. THIS PLAN IS FOR PROPOSED WORK
/ 25.82 X .84 / \ �\
� \ � BE USED FOR LOT LINE STAKING 0R ANY OTHER
X237 ti /
�,'� ` ,, /' r� % PURPOSE.
35 \ /24_ 1�1"
\ 25 / _
41 / >.
CATV \ < x
4 ELEC� / , .6 0 � � 8. PIPE'. FOR SEPTIC SYSTEM TO SCH. 40-4 PVC.
RISER PAD \` / / 8 y x
<Y - _
�°�j 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
X x 1\30
0 WITHOUT INSPECTION BY BOARD OF HEALTH AND
',LP �\E
T L ty \ /� PERMISSION OBTAINED FROM BOARD OF HEALTH.
2 0.41 `L�/ 1
RISE 24.81 x SER/ �� FOR CALLING
23.76 R� / � � E ERAT -o ` 10» CONTRACTOR SHALL BE RESPONSIBLE.
` y
1� c� 29 DIGSAFE (1-888-344-7233) AND VERIFYING THE
® G" 20 G
1 EXIST. SEPTIC `� / 20 7 �� `�
• \� � � ME .32 1 51, � � �✓ LOCATION OF ALL UNDERGROUND &OVERHEAD ..UTILITIES
_TA RETAIN) 2 4 15.7 PRIOR TO COMMENCEMENT OF WORK.
O x 21. 4 22.33 �� / `
/ x 21 ��P x18 3 ,! ` 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
23.74 ; \ �� �� 2.25 ,/ 11\0o REMOVED 5' BENEATH AND AROUND THE PROPOSED
/ 8 /0P LEACHING FACILITY.
\ x 2.01 STEP 16.50 / 13.1
i 2 0 O / CA DEN
i 19 ` 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
/ \ 2 1/97 � � M OR PUMPED AND FILLED WITH CLEAN SAND.
I / 2 p � � REMOVED
23. � /p / - `
'� O / � / � 8\5 13. PROVIDE DRYWELLS OR STONE DRIP TRENCHES
/
EXISTING /
PAVED 22.71
\ O 16.16 \ \ FOR ROOF RUN-OFF
i 0�
i \ / /
� DWELLING FFLOOR �p / 1 .6 � � _ 14. WORK LIMIT LINE TO :CONSIST OF STAKED SILT FENCE
DRIVE 65
1 DECK P / ' 12. 4 ` x 5.71
y WALKOUT /
EL.=.16.2' � x
i 06 x 15:90 RE-LOCIy#ED eP x 9. 1 �\
55 PORTION• OF 0
PROP. STAIRS DECK 5. x 6.60
/ �P F,�
.54 /
/V
\X 22.76 ♦ 1,82
00. 2.69
'`22.72
\ �G /vy4f O
�A .. .23
y STONE \ q >a x 14
PARKING/ \ -110,
� 15.19 89 �R /
k9 p• l O 9 q .77 2.98
/S �
21.94 PROP. V�E T. WO WALL /
.E1 4. Iw0 BE PAIRED Q? 69 4x 7.4P2
ADD N: oQ
CL
0.18
x . 03
y\ I .09 Jv
O I 1 # / 2.77 SALT MARSH
26 p ' I
REMOVE PORTION OF FIRST FLOOR
DECK AND RELOCATE TO SIDE OF i it LAND SUBJECT TO w
PROPOSED ADDITION I COASTAL STO5.39 0
FLOWAGE w
I � �
I
EXISTING PINE TREES TO BE REMOVED 10. j #4 �O
• O
j 0,�
3 2.85 � 0.42
.6y
O
6.49 �O
NO OASTAL BANK THI
0
AREQ�
x 0.14
0.86
x 7.53 -
}7 0.95
x 2.74
o
�0 �.04
TEST HOLE LOGS m
ENGINEER: DANIEL E. GONSALVES, SE #13587 <�
F
WITNESS.. PHIL RENAUD G936
DATE: 1/15/14
PERC. RATE < 2 MIN/INCH
CLASS I SOILS
ELEV. 0 ELEV.
» 23.0', 23.0'
0
- A A
LS LS
1OYR 3/2 1OYR 3/2
B B
LS LS
_ _..:.
•8, _ -5165
.20.8
26" 20 26
C C
PERC
MS MS
1OYR 6/4 1OYR 6/4
120" 13.0' .
120 13.0 _
lik a JDzt
R
NO GROUNDWATER. ENCOUNTERED
TITLE 5 SITE PLAN
_ OF
15 EDGEWATER DRIVE
SOUTH YARMOUTH
PREPARED FOR
M/M RONALD DEVEAUX
off 508-362-4541
fax 508-362-9880af,„
4� cr^�q �? . �AOF;gs . ;. FEBRUARY 2, 2014
downco e.com�q��� sy\tiT
P� P. STAIRS L
I ti 14 MOVE PROs, o
I� � _ V. 3 28
. , REV
. LA. chlvl�L
m
� I �
4101"`4101"c�►pe engineering, enc.
UJL�� A.
+ U Ci .SII � S OJALA coIF - ��- ' F I }
Scale. 1 - 20 ��.� �t .., ��� ;.
civil engineers No. 466502 - No. 40980
land surveyors ?o�' R ° '��o�
y �� r�. fF ss,
.F HEALTH DEPT
s - c �, �-
939 Main Street ( Rte 6
A ��5�6 'v'�,, n�D 0 10 20 30 40 50 FEET.
YARMOUTHPORT MA 02675
DATE DANIEL A. OJALA, P.E.," P.L.S.
i
S I STET V I P ROFILE MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
(NOT TO SCALE)
ALL
SYSTEM
COMPONENTS
SHALL BE
0
E�ickspC
pain o
oorin9
y_
d
d O��
o 5ti
Hi h g°n
d'
,on i
e
l
c,S N1d ores
tT" 5h
a
� o
0
13.0' BOTTOM TH-1 & 2 LOCUS IVIA
1 % SLOPE 1 % SLOPE) NO GROUNDWATER FOUND
NOT TO SCALE SCALE 1"=2000't
LEACHING (GROUNDWATER EXPECTED AT ELEV. 3't)
FOUNDATION EXIST. SEPTIC TANK 22 D' G
BOX 12 FACILITY
ASSESSORS MAP 92 PARCEL 11
R SHALL' VERIFY THE **
THE INSTALLS INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT
LOCUS IS WITHIN FEMA FLOOD ZONE
LOCATIONS OF ALL UTILITIES AND ALL1000. GALLONS AND ITS SUITABILITY 1 ITY FOR RE -USE. REPLACE
A5 ELEV. 7, B AND C AS SHOWN
BUILDING SEWER OUTLETS AND WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE
SYSTEM DESIGN. ON COMMUNITY PANEL #250015 0002D
ELEVATIONS 'PRIOR TO INSTALLING ANY CONDITIONS IF NOT SUITABLE
_,
OF SEPTIC ..SYSTEM DATED JULY 2, 1992
PORTION
GARBAGE. DISPOSER IS NOT ALLOWED
EXISTING 3` BEDROOM DWELLING
DESIGN FLOW: 4 BEDROOMS @ 110 GPD 440 GPD
USE A 440 GPD DESIGN FLOW
BENCHMARK 22.95
SEPTIC TANK: 440 GPD (2) 880
CONC. BOUND ` / **RE -USE EXISTING 1000 GAL. SEPTIC TANK
" �ELEV. 26.0'
.7
--- - - -
LEACHING:
- JSIDES:2' (33.5 + 12.83) 2 (.74) = 137 GPD DAT'vM IS NGVD29
.SC _.___ �_.�:
V / _ -
> --GPD MUNICIPAL WATER 1S EXISTING'
/ .45 BOTTOM 33.5 x 12.83 (.74) .318 2.
�
CAUTION: GASLINE IN AREA OF
?,-_30. CC614 S. F. 455 GPD 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. ______._
4 �2 PROPOSED WORK TOTAL.
r ! 1 64'
/ 6.6 R ALL PROPOSED PRECAST UNITS
/ (" .� t � x 24 S. 4. DESIGN LOADING FOR P 0. - M ERS ACME OR EQUAL -
LARGE c ��� 47 r 00 USE (3) 500 GAL. H 20 LEACHING CHAMBERS ( ) TO BE AASHO H 10
V x 6.21
G ROCK ,f WITH, 4 STONE ALL AROUND
�[V �c �^ 6 o 5. PIPE JOINTS TO BE MADE WATERTIGHT.
125.5 L / x 5.54 x
t{6.73 'LOT 6 / � o S .�
/ • 0 > . CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
GASLINE / �. 1 60,640 SF � LARG � \ 6
7 / 310 CMR 15.000 (TITLE V.)
/ 4.991 <
� x 24. 3 :
X 5.1 2 I� ONLY AND NOT TO
/ , � � `5 --� C� � 7. THIS PLAN IS FOR PROPOSED WORK
/ 25.82 X .84 / \ �\
� \ � BE USED FOR LOT LINE STAKING 0R ANY OTHER
X237 ti /
�,'� ` ,, /' r� % PURPOSE.
35 \ /24_ 1�1"
\ 25 / _
41 / >.
CATV \ < x
4 ELEC� / , .6 0 � � 8. PIPE'. FOR SEPTIC SYSTEM TO SCH. 40-4 PVC.
RISER PAD \` / / 8 y x
<Y - _
�°�j 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
X x 1\30
0 WITHOUT INSPECTION BY BOARD OF HEALTH AND
',LP �\E
T L ty \ /� PERMISSION OBTAINED FROM BOARD OF HEALTH.
2 0.41 `L�/ 1
RISE 24.81 x SER/ �� FOR CALLING
23.76 R� / � � E ERAT -o ` 10» CONTRACTOR SHALL BE RESPONSIBLE.
` y
1� c� 29 DIGSAFE (1-888-344-7233) AND VERIFYING THE
® G" 20 G
1 EXIST. SEPTIC `� / 20 7 �� `�
• \� � � ME .32 1 51, � � �✓ LOCATION OF ALL UNDERGROUND &OVERHEAD ..UTILITIES
_TA RETAIN) 2 4 15.7 PRIOR TO COMMENCEMENT OF WORK.
O x 21. 4 22.33 �� / `
/ x 21 ��P x18 3 ,! ` 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
23.74 ; \ �� �� 2.25 ,/ 11\0o REMOVED 5' BENEATH AND AROUND THE PROPOSED
/ 8 /0P LEACHING FACILITY.
\ x 2.01 STEP 16.50 / 13.1
i 2 0 O / CA DEN
i 19 ` 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
/ \ 2 1/97 � � M OR PUMPED AND FILLED WITH CLEAN SAND.
I / 2 p � � REMOVED
23. � /p / - `
'� O / � / � 8\5 13. PROVIDE DRYWELLS OR STONE DRIP TRENCHES
/
EXISTING /
PAVED 22.71
\ O 16.16 \ \ FOR ROOF RUN-OFF
i 0�
i \ / /
� DWELLING FFLOOR �p / 1 .6 � � _ 14. WORK LIMIT LINE TO :CONSIST OF STAKED SILT FENCE
DRIVE 65
1 DECK P / ' 12. 4 ` x 5.71
y WALKOUT /
EL.=.16.2' � x
i 06 x 15:90 RE-LOCIy#ED eP x 9. 1 �\
55 PORTION• OF 0
PROP. STAIRS DECK 5. x 6.60
/ �P F,�
.54 /
/V
\X 22.76 ♦ 1,82
00. 2.69
'`22.72
\ �G /vy4f O
�A .. .23
y STONE \ q >a x 14
PARKING/ \ -110,
� 15.19 89 �R /
k9 p• l O 9 q .77 2.98
/S �
21.94 PROP. V�E T. WO WALL /
.E1 4. Iw0 BE PAIRED Q? 69 4x 7.4P2
ADD N: oQ
CL
0.18
x . 03
y\ I .09 Jv
O I 1 # / 2.77 SALT MARSH
26 p ' I
REMOVE PORTION OF FIRST FLOOR
DECK AND RELOCATE TO SIDE OF i it LAND SUBJECT TO w
PROPOSED ADDITION I COASTAL STO5.39 0
FLOWAGE w
I � �
I
EXISTING PINE TREES TO BE REMOVED 10. j #4 �O
• O
j 0,�
3 2.85 � 0.42
.6y
O
6.49 �O
NO OASTAL BANK THI
0
AREQ�
x 0.14
0.86
x 7.53 -
}7 0.95
x 2.74
o
�0 �.04
TEST HOLE LOGS m
ENGINEER: DANIEL E. GONSALVES, SE #13587 <�
F
WITNESS.. PHIL RENAUD G936
DATE: 1/15/14
PERC. RATE < 2 MIN/INCH
CLASS I SOILS
ELEV. 0 ELEV.
» 23.0', 23.0'
0
- A A
LS LS
1OYR 3/2 1OYR 3/2
B B
LS LS
_ _..:.
•8, _ -5165
.20.8
26" 20 26
C C
PERC
MS MS
1OYR 6/4 1OYR 6/4
120" 13.0' .
120 13.0 _
lik a JDzt
R
NO GROUNDWATER. ENCOUNTERED
TITLE 5 SITE PLAN
_ OF
15 EDGEWATER DRIVE
SOUTH YARMOUTH
PREPARED FOR
M/M RONALD DEVEAUX
off 508-362-4541
fax 508-362-9880af,„
4� cr^�q �? . �AOF;gs . ;. FEBRUARY 2, 2014
downco e.com�q��� sy\tiT
P� P. STAIRS L
I ti 14 MOVE PROs, o
I� � _ V. 3 28
. , REV
. LA. chlvl�L
m
� I �
4101"`4101"c�►pe engineering, enc.
UJL�� A.
+ U Ci .SII � S OJALA coIF - ��- ' F I }
Scale. 1 - 20 ��.� �t .., ��� ;.
civil engineers No. 466502 - No. 40980
land surveyors ?o�' R ° '��o�
y �� r�. fF ss,
.F HEALTH DEPT
s - c �, �-
939 Main Street ( Rte 6
A ��5�6 'v'�,, n�D 0 10 20 30 40 50 FEET.
YARMOUTHPORT MA 02675
DATE DANIEL A. OJALA, P.E.," P.L.S.
i
S I STET V I P ROFILE MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
(NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF
FIN. GRADE 2" PEASTONE OR GEOTEXTILE
CONCRETE COVERS TO WITHIN 3" GRADE
TOP FOUND. EL 67.0
FILTER FABRIC OVER STONE
MINIMUM .75
OF COVER OVER PRECAST
2% SLOPE REQUIRED OVER SYSTEM 23.2 '
4"SCH40 PVC
BLOCKS OR
•`
PRECAST H-10
RISERS (TYP.)
PRECAST RISERS
2'0 21.3'
4"OSCH40 PVC
MORTAR ALL H-10
..
....
_.
PIPES LEVEL 1ST 2'
4,
ENDS
COMPONENTS _
(TYP.) INV'S EL. 19.41
4
SIDES 20.24'
EXISTING 1000 TEE
•
..
• -°°� J °P�.
, e . , o .
.^ :.: a
0
MO p�O =oO �aO Q�O 0®®6
o ao a_a
X00 ° O-��q
o°oo°o°o
TANK**
0 vo °
00o00TEE
0oc00o
rL
o°o°o°o°
.;_..
-
....
O.
00oSEPTIC
0000
O O O
�oO aOu oO-
°.
ELEV.
GAS BAFFLE
00o0
oo0o
ooa
°o°g°o°
°o°o°o°oo0
000000�W/O
17.41'
_..�•.4`, ,,
1968'
19.51>°ooo°O
.
°°°o,e.z o
0 uouowouo 0 0 0 0 0 o c
000000°0°00000000000000:
L-
" H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL:
3/4"-1-1/2 DOUBLE 'WASHED STONE 4' MIN.
OnOnOnOnOnO OOnO„O,-Oi,Or
(3) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
6" CRUSHED
STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X 12.83'
COMPACTION.
(15.221 [2])
4.4'
14f'
0
E�ickspC
pain o
oorin9
y_
d
d O��
o 5ti
Hi h g°n
d'
,on i
e
l
c,S N1d ores
tT" 5h
a
� o
0
13.0' BOTTOM TH-1 & 2 LOCUS IVIA
1 % SLOPE 1 % SLOPE) NO GROUNDWATER FOUND
NOT TO SCALE SCALE 1"=2000't
LEACHING (GROUNDWATER EXPECTED AT ELEV. 3't)
FOUNDATION EXIST. SEPTIC TANK 22 D' G
BOX 12 FACILITY
ASSESSORS MAP 92 PARCEL 11
R SHALL' VERIFY THE **
THE INSTALLS INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT
LOCUS IS WITHIN FEMA FLOOD ZONE
LOCATIONS OF ALL UTILITIES AND ALL1000. GALLONS AND ITS SUITABILITY 1 ITY FOR RE -USE. REPLACE
A5 ELEV. 7, B AND C AS SHOWN
BUILDING SEWER OUTLETS AND WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE
SYSTEM DESIGN. ON COMMUNITY PANEL #250015 0002D
ELEVATIONS 'PRIOR TO INSTALLING ANY CONDITIONS IF NOT SUITABLE
_,
OF SEPTIC ..SYSTEM DATED JULY 2, 1992
PORTION
GARBAGE. DISPOSER IS NOT ALLOWED
EXISTING 3` BEDROOM DWELLING
DESIGN FLOW: 4 BEDROOMS @ 110 GPD 440 GPD
USE A 440 GPD DESIGN FLOW
BENCHMARK 22.95
SEPTIC TANK: 440 GPD (2) 880
CONC. BOUND ` / **RE -USE EXISTING 1000 GAL. SEPTIC TANK
" �ELEV. 26.0'
.7
--- - - -
LEACHING:
- JSIDES:2' (33.5 + 12.83) 2 (.74) = 137 GPD DAT'vM IS NGVD29
.SC _.___ �_.�:
V / _ -
> --GPD MUNICIPAL WATER 1S EXISTING'
/ .45 BOTTOM 33.5 x 12.83 (.74) .318 2.
�
CAUTION: GASLINE IN AREA OF
?,-_30. CC614 S. F. 455 GPD 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. ______._
4 �2 PROPOSED WORK TOTAL.
r ! 1 64'
/ 6.6 R ALL PROPOSED PRECAST UNITS
/ (" .� t � x 24 S. 4. DESIGN LOADING FOR P 0. - M ERS ACME OR EQUAL -
LARGE c ��� 47 r 00 USE (3) 500 GAL. H 20 LEACHING CHAMBERS ( ) TO BE AASHO H 10
V x 6.21
G ROCK ,f WITH, 4 STONE ALL AROUND
�[V �c �^ 6 o 5. PIPE JOINTS TO BE MADE WATERTIGHT.
125.5 L / x 5.54 x
t{6.73 'LOT 6 / � o S .�
/ • 0 > . CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
GASLINE / �. 1 60,640 SF � LARG � \ 6
7 / 310 CMR 15.000 (TITLE V.)
/ 4.991 <
� x 24. 3 :
X 5.1 2 I� ONLY AND NOT TO
/ , � � `5 --� C� � 7. THIS PLAN IS FOR PROPOSED WORK
/ 25.82 X .84 / \ �\
� \ � BE USED FOR LOT LINE STAKING 0R ANY OTHER
X237 ti /
�,'� ` ,, /' r� % PURPOSE.
35 \ /24_ 1�1"
\ 25 / _
41 / >.
CATV \ < x
4 ELEC� / , .6 0 � � 8. PIPE'. FOR SEPTIC SYSTEM TO SCH. 40-4 PVC.
RISER PAD \` / / 8 y x
<Y - _
�°�j 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
X x 1\30
0 WITHOUT INSPECTION BY BOARD OF HEALTH AND
',LP �\E
T L ty \ /� PERMISSION OBTAINED FROM BOARD OF HEALTH.
2 0.41 `L�/ 1
RISE 24.81 x SER/ �� FOR CALLING
23.76 R� / � � E ERAT -o ` 10» CONTRACTOR SHALL BE RESPONSIBLE.
` y
1� c� 29 DIGSAFE (1-888-344-7233) AND VERIFYING THE
® G" 20 G
1 EXIST. SEPTIC `� / 20 7 �� `�
• \� � � ME .32 1 51, � � �✓ LOCATION OF ALL UNDERGROUND &OVERHEAD ..UTILITIES
_TA RETAIN) 2 4 15.7 PRIOR TO COMMENCEMENT OF WORK.
O x 21. 4 22.33 �� / `
/ x 21 ��P x18 3 ,! ` 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
23.74 ; \ �� �� 2.25 ,/ 11\0o REMOVED 5' BENEATH AND AROUND THE PROPOSED
/ 8 /0P LEACHING FACILITY.
\ x 2.01 STEP 16.50 / 13.1
i 2 0 O / CA DEN
i 19 ` 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
/ \ 2 1/97 � � M OR PUMPED AND FILLED WITH CLEAN SAND.
I / 2 p � � REMOVED
23. � /p / - `
'� O / � / � 8\5 13. PROVIDE DRYWELLS OR STONE DRIP TRENCHES
/
EXISTING /
PAVED 22.71
\ O 16.16 \ \ FOR ROOF RUN-OFF
i 0�
i \ / /
� DWELLING FFLOOR �p / 1 .6 � � _ 14. WORK LIMIT LINE TO :CONSIST OF STAKED SILT FENCE
DRIVE 65
1 DECK P / ' 12. 4 ` x 5.71
y WALKOUT /
EL.=.16.2' � x
i 06 x 15:90 RE-LOCIy#ED eP x 9. 1 �\
55 PORTION• OF 0
PROP. STAIRS DECK 5. x 6.60
/ �P F,�
.54 /
/V
\X 22.76 ♦ 1,82
00. 2.69
'`22.72
\ �G /vy4f O
�A .. .23
y STONE \ q >a x 14
PARKING/ \ -110,
� 15.19 89 �R /
k9 p• l O 9 q .77 2.98
/S �
21.94 PROP. V�E T. WO WALL /
.E1 4. Iw0 BE PAIRED Q? 69 4x 7.4P2
ADD N: oQ
CL
0.18
x . 03
y\ I .09 Jv
O I 1 # / 2.77 SALT MARSH
26 p ' I
REMOVE PORTION OF FIRST FLOOR
DECK AND RELOCATE TO SIDE OF i it LAND SUBJECT TO w
PROPOSED ADDITION I COASTAL STO5.39 0
FLOWAGE w
I � �
I
EXISTING PINE TREES TO BE REMOVED 10. j #4 �O
• O
j 0,�
3 2.85 � 0.42
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O
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0
AREQ�
x 0.14
0.86
x 7.53 -
}7 0.95
x 2.74
o
�0 �.04
TEST HOLE LOGS m
ENGINEER: DANIEL E. GONSALVES, SE #13587 <�
F
WITNESS.. PHIL RENAUD G936
DATE: 1/15/14
PERC. RATE < 2 MIN/INCH
CLASS I SOILS
ELEV. 0 ELEV.
» 23.0', 23.0'
0
- A A
LS LS
1OYR 3/2 1OYR 3/2
B B
LS LS
_ _..:.
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.20.8
26" 20 26
C C
PERC
MS MS
1OYR 6/4 1OYR 6/4
120" 13.0' .
120 13.0 _
lik a JDzt
R
NO GROUNDWATER. ENCOUNTERED
TITLE 5 SITE PLAN
_ OF
15 EDGEWATER DRIVE
SOUTH YARMOUTH
PREPARED FOR
M/M RONALD DEVEAUX
off 508-362-4541
fax 508-362-9880af,„
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civil engineers No. 466502 - No. 40980
land surveyors ?o�' R ° '��o�
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.F HEALTH DEPT
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939 Main Street ( Rte 6
A ��5�6 'v'�,, n�D 0 10 20 30 40 50 FEET.
YARMOUTHPORT MA 02675
DATE DANIEL A. OJALA, P.E.," P.L.S.
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