HomeMy WebLinkAboutEngineered Plan - Rev. 201412. EXISTING LEACHING FACILITY SHALL BE PUMPED 1a: REDUCTION iN SETBACK, SAS TO LOT LINE
AND REMOVED OR PUMPED AND FILLED WITH CLEAN (10' TO 5')
SAND.
SYSTEM DESIGN:
OQ► GARBAGE DISPOSER IS NOT ALLOWED
i
i� EXISTING 2 BEDROOM DWELLING
01p/
0 O'`23.62 DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
G ,� �S0 6 LOT. C 5 USE A 330 GPD DESIGN FLOW
i 12,000 Sq. Ft. -
�p� _ SEPTIC TANK: 330 GPD (2) = 660
X "MAG SEOTOO 25.15
BENCH MARK- coRNER of -**RE-USE EXISTING 1000 GAL. SEPTIC TANK
23.88 25.14 CONC. BULKHEAD. EL. =25.3
,,1-24.01 LE
TEST HOLE LOGS 24.025.31 ACHING.
i 6 o SIDES: 2 (25 + 12.83) 2 (.74) _ 112 GPD
DANIEL E. GONSALVES SE _ _ _ �o BOTTOM 25 x 12.83 .74
ENGINEER. i
OH 25 24.21 ( ) 237 GPD
_WIRES �4..4�
PHIL RENAUD i - _ TOTAL 472 S.F. 349 GPD
WITNESS: EXIST. DWELL. _ I sT
JUNE 4, 2014 A 5.21 TOP FNDN.
DATE. 4:36 5 O 9 I EL. 26.0' 26. ti 9
FNS A, LF 2 .3 of USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
PERC. RATE -
< 2 MIN/INCH 25.31 ��,o T� WITH 4' STONE ALL AROUND
25:16
CLASS I SOILS I<� 23.05
N Permit valid for REPAIR OF SEPTI
25.01 X 24.95 QNLY, due to S C SYS fF:14'I
24.99 �^1 tate and Lienal scl)tic .variances.
EXIST. ( Board of health review and ;a r >rov•
ELEV. 25. ST** x ■ an f .. 1 1 aI as ra.<luarc�l for
1 . Y future additions(rennc atiornshiI(era
„ � 22.14 buns to
0 24.0 N � 2 .1 sewage facilities and/aa'structures/dwelling:
A 14" Vannouth Ifealth IDcr iat atacnt
I
LS6D OA / ■ A ]�`� 4 �) 4r 1'
E
1 OYR 4/1 ) � M A
PPROVED DATE BOARD OF HEALTH
7" 25.15 t 02 .16
TITLE 5 SITE PLAN
LS x 24.64I)afe
' 24 .99 SAVE THIS OAK OF
26 21.8
10YR 5/8 O-
S 25 17 LAKEWOOD AVENUE
s�00 .17 106
�``` SOUTH YARMOUTH
o
C �9p� RV v T 5.79 NO ABUTTING FOUNDATIONS WITHIN 20' OF SAS
PERI Fti N / PREPARED FOR
cF �
Ms -�L4 23. ANNE TILDES
4. ��:,
�jNOB�rgss� JUNE 6 2014
i5 9c,. ���t1 ablgs� REV. AUGUST` 26, 2014
2.5Y 7/4 DANIELA; ��P ' a0 OCTOBER 10 2014 MOVE SAS)
6 �� OJALAQ DANIEL y���
® CIVIL A. off 508-362-4541
No. 46502 OJALA fax 508-362-9880
pG� � o
® � -� I downcape.com
OSTE� ����. .�"f � No, 409 0
� r ra r
0OWO CdPe en /aeef//IICr
b �i
120" 14.0,
Scale.1 20 civil engineers
- �
NO GROUNDWATER ENCOUNTERED �_ a-1�1 laud surveyors
939 ' Main Street ( Rte 6A)
14-082 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., L. S.
YARMOUTHPORT MA 02675
S i STEM PROFILE
TE
ALL SHALL BE
TTAPE
HEALTH.
LOCUS- MAP
MARK DS WITHCMAGNETIC OR
FOUNDATION-
ON
EXIST. SEPTIC
� LEACHING
TANK 29 D BOX g HING
_
BOTTOM, 1
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING
(NOT TO SCALE)
COMPARABLE MEANS FOR FUTURE LOCATION.
NOTES
O
NO GROUNDWATER FOUND'
E
THE LOCATION OF ALL UNDERGROUND &
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
2" PEASTONE OR GEOTEXTILE
CONCRETE COVERS TO WITHIN 3" GRADE
1. DATUM IS APPROX. NGVD
\
TOP FOUND.. EL. 26.0'
**INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT
WORK.
ASSESSORS MAP 60 39
FILTER FABRIC OVER STONE
OUTLETS AND ELEVATIONS
1000 GALLONS AND ITS SUITABILITY FOR RE -USE. REPLACE'
.PARCEL
PRIOR TO INSTALLING ANY PORTION
OF SEPTIC SYSTEM
WITH ..1500 GALLON N-10 :.SEPTIC TANK' IF NOT SUITABLE.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5 BENEATH AND AROUND THE
VARIANCE REQUESTED UNDER MAX. FEASIBLE
2 MUNICIPAL WATER IS EXISTING
COMPLIANCE 15.405:
"
MINIMUM .75'
OF COVER OVER PRECAST
2% SLOPE REQUIRED OVER SYSTEM 23.0'
PRECAST H-10
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
RISERS (rrP.)
BLOCKS OR
<
20 '
23.1 '
40 PVC
PRECAST
PRECAST RISERS
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
•
PIPES LEVEL 1ST 2'
MORTAR ALL ' H-10
COMPONENTS INV'S EL 20.8'�_SIDES
(TYP.)
4'
UNITS TO BE 'AASHO H-10
ENDS
" EXISTING
oo
1
2 .6
5. PIPE JOINTS TO BE MADE WATER TIGHT.
TEE SEPTIC TANK** TEE
:..
- 21 •7f* o ° ° o
Do MoEI�
0 ��mm
.-
I�m�m- _�m��
000 oao
o
;0000g000
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
0 0 0 0 o
° ° ° 0
°o°o°o°o°°oo
°°°°
> ° ° 0 0
� o o � o 000 O O
000 -
O D
0�0� �0�0
° ° ° O
o 0 0 0
° o °
WITH 310 CMR 15.000 (TITLE 5.)
GAS BAFFLE,,
,_oo^°1°- N
;00000000
o ° ° o
0 0 0
�aaoa0000�o
0 0 0 0 0 x 0
0 0 0 0 0 0 0
o�000�aao��
;00000000
v
EnEDEAI=-] E�ltlmm:°o°opo°o7.
18.8'
THIS PLAN IS FOR PROPOSED WORK ONLY AND
21.04
20.87
>°o°o°a°o
og000000
NOT TO BE USED FOR LOT LINE STAKING OR ANY
LH
OTHER PURPOSE.
WATERTEST D'BOX FOR LEVELNESS
3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN.
-10 50b GAL. LEACHING CHAMBER BY ACME PRECAST
OR
EQUAL.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
ALL AROUND PRECAST STRUCTURES
(2) UNITS REQUIRED
6", CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE:
25' X 12.83'
9. COMPONENTS NOT TO BE BACKFILLED OR
COMPACTION. (15.221 [21)
00
CONCEALED WITHOUT INSPECTION BY BOARD OF
4
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF
12. EXISTING LEACHING FACILITY SHALL BE PUMPED 1a: REDUCTION iN SETBACK, SAS TO LOT LINE
AND REMOVED OR PUMPED AND FILLED WITH CLEAN (10' TO 5')
SAND.
SYSTEM DESIGN:
OQ► GARBAGE DISPOSER IS NOT ALLOWED
i
i� EXISTING 2 BEDROOM DWELLING
01p/
0 O'`23.62 DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
G ,� �S0 6 LOT. C 5 USE A 330 GPD DESIGN FLOW
i 12,000 Sq. Ft. -
�p� _ SEPTIC TANK: 330 GPD (2) = 660
X "MAG SEOTOO 25.15
BENCH MARK- coRNER of -**RE-USE EXISTING 1000 GAL. SEPTIC TANK
23.88 25.14 CONC. BULKHEAD. EL. =25.3
,,1-24.01 LE
TEST HOLE LOGS 24.025.31 ACHING.
i 6 o SIDES: 2 (25 + 12.83) 2 (.74) _ 112 GPD
DANIEL E. GONSALVES SE _ _ _ �o BOTTOM 25 x 12.83 .74
ENGINEER. i
OH 25 24.21 ( ) 237 GPD
_WIRES �4..4�
PHIL RENAUD i - _ TOTAL 472 S.F. 349 GPD
WITNESS: EXIST. DWELL. _ I sT
JUNE 4, 2014 A 5.21 TOP FNDN.
DATE. 4:36 5 O 9 I EL. 26.0' 26. ti 9
FNS A, LF 2 .3 of USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
PERC. RATE -
< 2 MIN/INCH 25.31 ��,o T� WITH 4' STONE ALL AROUND
25:16
CLASS I SOILS I<� 23.05
N Permit valid for REPAIR OF SEPTI
25.01 X 24.95 QNLY, due to S C SYS fF:14'I
24.99 �^1 tate and Lienal scl)tic .variances.
EXIST. ( Board of health review and ;a r >rov•
ELEV. 25. ST** x ■ an f .. 1 1 aI as ra.<luarc�l for
1 . Y future additions(rennc atiornshiI(era
„ � 22.14 buns to
0 24.0 N � 2 .1 sewage facilities and/aa'structures/dwelling:
A 14" Vannouth Ifealth IDcr iat atacnt
I
LS6D OA / ■ A ]�`� 4 �) 4r 1'
E
1 OYR 4/1 ) � M A
PPROVED DATE BOARD OF HEALTH
7" 25.15 t 02 .16
TITLE 5 SITE PLAN
LS x 24.64I)afe
' 24 .99 SAVE THIS OAK OF
26 21.8
10YR 5/8 O-
S 25 17 LAKEWOOD AVENUE
s�00 .17 106
�``` SOUTH YARMOUTH
o
C �9p� RV v T 5.79 NO ABUTTING FOUNDATIONS WITHIN 20' OF SAS
PERI Fti N / PREPARED FOR
cF �
Ms -�L4 23. ANNE TILDES
4. ��:,
�jNOB�rgss� JUNE 6 2014
i5 9c,. ���t1 ablgs� REV. AUGUST` 26, 2014
2.5Y 7/4 DANIELA; ��P ' a0 OCTOBER 10 2014 MOVE SAS)
6 �� OJALAQ DANIEL y���
® CIVIL A. off 508-362-4541
No. 46502 OJALA fax 508-362-9880
pG� � o
® � -� I downcape.com
OSTE� ����. .�"f � No, 409 0
� r ra r
0OWO CdPe en /aeef//IICr
b �i
120" 14.0,
Scale.1 20 civil engineers
- �
NO GROUNDWATER ENCOUNTERED �_ a-1�1 laud surveyors
939 ' Main Street ( Rte 6A)
14-082 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., L. S.
YARMOUTHPORT MA 02675
( 2.1 % SLOPE) (--1-7. SLOPE)
HEALTH.
LOCUS- MAP
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
FOUNDATION-
ON
EXIST. SEPTIC
� LEACHING
TANK 29 D BOX g HING
_
BOTTOM, 1
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING
NOT TO SCALE
FACILITY
O
NO GROUNDWATER FOUND'
E
THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES ,PRIOR TO COMMENCEMENT OF
*THE, INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL
**INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT
WORK.
ASSESSORS MAP 60 39
UTILITIES AND ALL BUILDING SEWER
OUTLETS AND ELEVATIONS
1000 GALLONS AND ITS SUITABILITY FOR RE -USE. REPLACE'
.PARCEL
PRIOR TO INSTALLING ANY PORTION
OF SEPTIC SYSTEM
WITH ..1500 GALLON N-10 :.SEPTIC TANK' IF NOT SUITABLE.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5 BENEATH AND AROUND THE
VARIANCE REQUESTED UNDER MAX. FEASIBLE
PROPOSED LEACHING FACILITY.
COMPLIANCE 15.405:
12. EXISTING LEACHING FACILITY SHALL BE PUMPED 1a: REDUCTION iN SETBACK, SAS TO LOT LINE
AND REMOVED OR PUMPED AND FILLED WITH CLEAN (10' TO 5')
SAND.
SYSTEM DESIGN:
OQ► GARBAGE DISPOSER IS NOT ALLOWED
i
i� EXISTING 2 BEDROOM DWELLING
01p/
0 O'`23.62 DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
G ,� �S0 6 LOT. C 5 USE A 330 GPD DESIGN FLOW
i 12,000 Sq. Ft. -
�p� _ SEPTIC TANK: 330 GPD (2) = 660
X "MAG SEOTOO 25.15
BENCH MARK- coRNER of -**RE-USE EXISTING 1000 GAL. SEPTIC TANK
23.88 25.14 CONC. BULKHEAD. EL. =25.3
,,1-24.01 LE
TEST HOLE LOGS 24.025.31 ACHING.
i 6 o SIDES: 2 (25 + 12.83) 2 (.74) _ 112 GPD
DANIEL E. GONSALVES SE _ _ _ �o BOTTOM 25 x 12.83 .74
ENGINEER. i
OH 25 24.21 ( ) 237 GPD
_WIRES �4..4�
PHIL RENAUD i - _ TOTAL 472 S.F. 349 GPD
WITNESS: EXIST. DWELL. _ I sT
JUNE 4, 2014 A 5.21 TOP FNDN.
DATE. 4:36 5 O 9 I EL. 26.0' 26. ti 9
FNS A, LF 2 .3 of USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
PERC. RATE -
< 2 MIN/INCH 25.31 ��,o T� WITH 4' STONE ALL AROUND
25:16
CLASS I SOILS I<� 23.05
N Permit valid for REPAIR OF SEPTI
25.01 X 24.95 QNLY, due to S C SYS fF:14'I
24.99 �^1 tate and Lienal scl)tic .variances.
EXIST. ( Board of health review and ;a r >rov•
ELEV. 25. ST** x ■ an f .. 1 1 aI as ra.<luarc�l for
1 . Y future additions(rennc atiornshiI(era
„ � 22.14 buns to
0 24.0 N � 2 .1 sewage facilities and/aa'structures/dwelling:
A 14" Vannouth Ifealth IDcr iat atacnt
I
LS6D OA / ■ A ]�`� 4 �) 4r 1'
E
1 OYR 4/1 ) � M A
PPROVED DATE BOARD OF HEALTH
7" 25.15 t 02 .16
TITLE 5 SITE PLAN
LS x 24.64I)afe
' 24 .99 SAVE THIS OAK OF
26 21.8
10YR 5/8 O-
S 25 17 LAKEWOOD AVENUE
s�00 .17 106
�``` SOUTH YARMOUTH
o
C �9p� RV v T 5.79 NO ABUTTING FOUNDATIONS WITHIN 20' OF SAS
PERI Fti N / PREPARED FOR
cF �
Ms -�L4 23. ANNE TILDES
4. ��:,
�jNOB�rgss� JUNE 6 2014
i5 9c,. ���t1 ablgs� REV. AUGUST` 26, 2014
2.5Y 7/4 DANIELA; ��P ' a0 OCTOBER 10 2014 MOVE SAS)
6 �� OJALAQ DANIEL y���
® CIVIL A. off 508-362-4541
No. 46502 OJALA fax 508-362-9880
pG� � o
® � -� I downcape.com
OSTE� ����. .�"f � No, 409 0
� r ra r
0OWO CdPe en /aeef//IICr
b �i
120" 14.0,
Scale.1 20 civil engineers
- �
NO GROUNDWATER ENCOUNTERED �_ a-1�1 laud surveyors
939 ' Main Street ( Rte 6A)
14-082 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., L. S.
YARMOUTHPORT MA 02675