HomeMy WebLinkAboutEngineered Plan - Rev. 2014TCTBE NOTESSYSTEM PROFILE MARKED WIHMAGNETICTAPE OR
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS ASSUMED
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 2. MUNICIPAL WATER IS EXISTING
2" PEASTONE OR GEOTEXTILE
TOP FOUND. EL. -30.7' FILTER FABRIC OVER STONE
F3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
_ % SLOPE REQUIRED OVER SYSTEM 30.0'
29.6 MINIMUM .75'10F COVER OVER PRECAST 2 . LOP Q 4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-10
PRECAST H-lorl BLOCKS RI 5. PIPE JOINTS TO BE MADE WATERTIGHT.
,,.
2'0
PIPES HLEVEL 1ST 2' 40 PVCMORTAR L H-10
a,
RISERS (1w.) PRECAST RISERS INV'S EL. 7 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
ENDS ( ) HSDES 27.0,
28:35
WITH 310 CMR 15.000 TITLE 5.
1500 GAL °°oo ( )
10"
14"
0 0 0 0
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0
g, Oen ��O O O
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,
� O � O r O� � O 0 2S
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.TEE ° o OO��---OC�C�®
26.96 TEE SEPTIC TANK 26.71 0 0 0 0 FM000 aha❑ ° ° ° ° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
,
o 0 0 ®oo�00000a� °o°o oa�ao®o�aao o ° ° °
0 0 0 0 0
0 0 0 0 0
0 0 0 0
o o o �._0 0 0
RTEST D BOX ° °
WATE � ° ° NOT TO BE USED FOR LOT LINE STAKING OR ANY
o ° ° ° 000�000�000 N
GAS BAFFLE °o°o°o°o°o°o D�����D��L�� o°°o°0 0��00��0��0 °ooc_°�
''.:. ,._°sonoo�o_ OTHER PURPOSE.
FOR LEVELNESS 24.17
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° o ° o 000�0000000 °o ° ° 0000�o�0000
4' LIQ. LEVEL (ACME OR EQUAL) 26.47' 26.32 ;00000000 0°0000. o o ° °
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC.
6" MIN. SUMP
°o°o0000a00000000000000000000000000°0°000°0°0 12" MIN. INT. DIM: f
o.000
°° 040°°°0°0°0°°°09 °4��o°oP°°°°• 1 LH -10 500 GAL LEACHING BY ACME PRECAST. OR EQUAL.: 9. COMPONENTS NOT TO BE -BACKFILLED OR
3/4"-1-1/2" DOUBLE WASHED STONE (2) UNITS REQUIRED CONCEALED WITHOUT INSPECTION BY BOARD OF
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30' X 9.83' HEALTH AND PERMISSION OBTAINED FROM BOARD
COMPACTION. (15.221 [21) co OF HEALTH.
SAND.
Fo
28.40
28.67 - SYSTEM DESIGN:
/ MAP 67
28.8
PARCEL 272. GARBAGE DISPOSER IS NOT ALLOWED
29
.62 DE$fG
pp N FLOW:BEDFcOOIJiS 0--110 GPD = 330 GPD
_
R 29 3o y0
-3
pp. o
CONFIRM SUITABLE SOILS USE A 330 GPD DESIGN FLOW/% 2
s3
. 1 � S ,
AT TIME OF INSTALL P • p
P o. 5 2994 () x 8.98 SEPTIC TANK: 330 GPD 2 = 660
51-, 11
� �
TEST HOLE LOGS 30.09 w x2 ,�9 2900 USE A 1500 GAL. SEPTIC TANK
30.06 r o\V 30.36 LEACHING:
ENGINEER:' DANIEL E. GONSALVES, SE #13587 11:1' o0R s' oA
� SIDES: 2 (30 + 9.83) 2 (.74) = 118 GPD
WITNESS: AMY VON HONE, RS 1 CP w ° BOTTOM 30 x 9.83 (.74) = 218 GPD
o �
DATE: 8/27/14 10 ,-,h` ` - 3° A o�'ol- INV OUT
CP = N EL. 28.35' -� TOTAL: 454 S.F. 336 GPD
< 2 MIN INCH --=' O o k p o
PERC. RATE - / o � Y O � ' � � � O N s . 28.90
EXISTING - O \\-\G i � S1 N - USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
TREE ZINE ¢ 29.63 ��� ��
a N WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5'
CLASS SOILS (TYPICAL) 0 30 72 28.92
ELEV. s� �� �o BETWEEN UNITS
\�f o y
- » "29.1' CO) �0 � BUSH TO 29.. 28.90
0 MAP 67 20" BE SAVEo /
TOAK s
PARCEL 270 �2� x29.12 0 �' s��L oy MA
FILL (f ��� 33 29.71 o�F Q APPROVED DATE BOARD OF HEALTH
-13 X 2982
13' ✓
TH 1BENCHMARK• USE TOP 8 90 FS 28.44 TITLE 5 SITE PLAN
A OF FIJON. AT EL.
LS 30.7' ✓� 8.82 29. 75 OF X 9:09
10YR 3/2 99
17" 27.7 x28.86 23 pp 29.05 44 WINDING BROOK ROAD
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.MAP 67 28.44-_.�..�.Ia �:.e���.� �2�.`r..._.K�
B PARCEL, 27� SOUTH YARMOUTH, MA
0.26 AC.+ €
LS
X 28.70 ( PREPARED FOR
T�i;e» 10YR 4/6 26.6
30-DateLISA HOLMES
DATE: SEPTEMBER 3, 2014
C 4t%
N1- q, REV: SEPTEMBER 29, 2014 (SAS LOCATION)
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civil 'engineers
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NO GROUNDWATER ENCOUNTEREDcale:1"= 20,'t„°ti 1
939 Main Street ( Rte '6A)
DATE DANIEL A OJALA P E P L S,4RM0(JTHPORT MA 02675
Y
D CE #14-218
0 10 20 30 40 50 FEET ,
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to
L%
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
SLOPE) ( SLOPE)
(1 SLOPE)
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
FOUNDATION- 22' SEPTIC TANK 12' D' BOX
17' LEACHING
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
LOCUS MAP
FACILITYWORK.
18.6'. BOTTOM TH-1
NO GROUNDWATER FOUND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED
NOT TO SCALE '
*THE INSTALLER SHALL VERIFY THE LOCATIONS .OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
SHALL BE REMOVED 5' BENEATH . AND AROUND THE
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
PROPOSED LEACHING FACILITY.
ASSESSORS MAP 67 PARCEL 271
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
`moo AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
Fo
28.40
28.67 - SYSTEM DESIGN:
/ MAP 67
28.8
PARCEL 272. GARBAGE DISPOSER IS NOT ALLOWED
29
.62 DE$fG
pp N FLOW:BEDFcOOIJiS 0--110 GPD = 330 GPD
_
R 29 3o y0
-3
pp. o
CONFIRM SUITABLE SOILS USE A 330 GPD DESIGN FLOW/% 2
s3
. 1 � S ,
AT TIME OF INSTALL P • p
P o. 5 2994 () x 8.98 SEPTIC TANK: 330 GPD 2 = 660
51-, 11
� �
TEST HOLE LOGS 30.09 w x2 ,�9 2900 USE A 1500 GAL. SEPTIC TANK
30.06 r o\V 30.36 LEACHING:
ENGINEER:' DANIEL E. GONSALVES, SE #13587 11:1' o0R s' oA
� SIDES: 2 (30 + 9.83) 2 (.74) = 118 GPD
WITNESS: AMY VON HONE, RS 1 CP w ° BOTTOM 30 x 9.83 (.74) = 218 GPD
o �
DATE: 8/27/14 10 ,-,h` ` - 3° A o�'ol- INV OUT
CP = N EL. 28.35' -� TOTAL: 454 S.F. 336 GPD
< 2 MIN INCH --=' O o k p o
PERC. RATE - / o � Y O � ' � � � O N s . 28.90
EXISTING - O \\-\G i � S1 N - USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
TREE ZINE ¢ 29.63 ��� ��
a N WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5'
CLASS SOILS (TYPICAL) 0 30 72 28.92
ELEV. s� �� �o BETWEEN UNITS
\�f o y
- » "29.1' CO) �0 � BUSH TO 29.. 28.90
0 MAP 67 20" BE SAVEo /
TOAK s
PARCEL 270 �2� x29.12 0 �' s��L oy MA
FILL (f ��� 33 29.71 o�F Q APPROVED DATE BOARD OF HEALTH
-13 X 2982
13' ✓
TH 1BENCHMARK• USE TOP 8 90 FS 28.44 TITLE 5 SITE PLAN
A OF FIJON. AT EL.
LS 30.7' ✓� 8.82 29. 75 OF X 9:09
10YR 3/2 99
17" 27.7 x28.86 23 pp 29.05 44 WINDING BROOK ROAD
' ,3
s
.MAP 67 28.44-_.�..�.Ia �:.e���.� �2�.`r..._.K�
B PARCEL, 27� SOUTH YARMOUTH, MA
0.26 AC.+ €
LS
X 28.70 ( PREPARED FOR
T�i;e» 10YR 4/6 26.6
30-DateLISA HOLMES
DATE: SEPTEMBER 3, 2014
C 4t%
N1- q, REV: SEPTEMBER 29, 2014 (SAS LOCATION)
PERC , �.H `fir �n,� �a-�r
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downca e.com
10YR 6/8 j } p p
k
! "J 1.
Q28.38 r. �� BOJ (v N®WN 6s C 6#7 ineerin rnc.
L r.
126" ,
18.6 CS
civil 'engineers
v
,£.. u/v o
' " v >�,, o /Q'nCi S' ey I"S
NO GROUNDWATER ENCOUNTEREDcale:1"= 20,'t„°ti 1
939 Main Street ( Rte '6A)
DATE DANIEL A OJALA P E P L S,4RM0(JTHPORT MA 02675
Y
D CE #14-218
0 10 20 30 40 50 FEET ,
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