HomeMy WebLinkAboutEngineered Plan - 2016SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES
MARKED
TESMARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION. D 88
PROVIDE MIN.' 20" bIAM. WATERTIGHT 1. DATUM IS NAV
ACCESS COVERS TO WITHIN 6 OF FIN. GRADE„ CONCRETE COVERS TO WITHIN 3” GRAD
2 _ PEASTONE OR GEOTEXTILE E
2. MUNICIPAL WATER IS EXISTING
FILTER FABRIC OVER .STONE
38.03. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
MINIMUM ' M .75
PRECAST H-10 OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 38.0
r; I
RISERS (TYP.) PRECAST H—io 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
,•.. i 2 � RISERS (TYP.)
BLOCKS OR
, 2 WATER TEST D'BOX FOR LEVELNESS.PRECAST RISERS TO BE AASHO H-1236.98 "A PRECAST PVC
.•.: PIPES MORTAR ALL H-10
LEVEL 1ST 2 4, COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT.
(TYP.) INV'S EL. 34.2�_SIDES
4'
NDS j,r
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH
10"
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14"
10" 14"
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�7 °°°°°°°° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
n n. ° N ° ° o o o����ol����l� I�I�I�oo��I�oc�IJ �1_0
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GAS BAFFLE GAS BAFFLE X0000000000°• o°o°o°o° 0 0 0>°o°o°o°o M�MOM�MI7lMMI� 0�ElM�MEMM� °°o°o° BE USED FOR LOT LINE STAKING OR ANY OTHER
°o°o°o° °°° 34.53 34.36 0 ° ° o °°°°°° PURPOSE.
8. PIPE FOR ,SEPTIC SYSTEM TO SCH. 40-4" PVC.
H-10 LEACHING CHAMBER 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. 500 GAL. ER BY ACME PRECAST OR EQUAL
ALL AROUND PRECAST STRUCTURES (4) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
* „ WITHOUT N
6 CRUSHED STONE OR MECHANICAL INSPECTION BY BOARD F'
THE INSTALLER SHALL VERIFY THE OVERALL DIMENSIONS TO OUTSIDE OF STONE. 4200 X 12.83 / 0 HEALTH AND
LOCATIONS OF ALL UTILITIES AND ALL COMPACTION. (15.221 [2]) x % PERMISSION OBTAINED FROM BOARDOFHEALTH.
BUILDING SEWER OUTLETS AND x- 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
ELEVATIONS PRIOR TO INSTALLING ANY DIGSAFE( 1-888-344-7233 AND VERIFYING THE
PORTION OF SEPTIC SYSTEM
LOCATIONOF ALL UNDERGROUND & OVERHEAD' UTILITIES l J
. i PRIOR TO 'COMMENCEMENT F LOCUS ���
23.0' BOTTOM TH-1 WORK.
0
1
( % SLOPE) (1 % SLOPE) NO GROUNDWATER FOUND NOT TO SCALE
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
FOUNDATION EXIST SEPTIC TANK EXIST SEPTIC TANK 27 ' LEACHING
REMOVED 5' BENEATH AND AROUND THE PROPOSED
D BOX 18 FACILITY LEACHING FACILITY. ASSESSORS MAP 91 .PARCEL 121
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
**INSTALLER SHALL CONFIRM MINIMUM SEPTIC REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
TANK. SIZE AT 1500 GALLONS AND ITS SUITABILITY
FOR RE—USE. REPLACE WITH 1500 GALLON
SEPTIC TANK APPROPRIATE TO SITE CONDITIONS IF
NOT SUITABLE
SYSTEM - DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED �
EXISTING 5 BEDROOM DWELLING '
218.20
DESIGN FLOW: 5 BEDROOMS @ -110 GPD 550P
G D
USE A 550 GPD DESIGN FLOW
TEST HOLE LOGS
SEPTIC TANK: 550 GPD 2 = 1100
... ��
.71
USE EXISTING 1500 GAL. SEPTIC: TANKS .SHED� ENGINEER.
CRAIG J. FERRARI SE 138
1
AMY VON
. HONE RS
WT ,
LEACHING...
NESS..
SIDES, 2 42 + 12.83 2 .74 = 162 GPD <v DATE. 7/5/2016
t
— < 2 MIN INCH
— - - --_ _- PERC __ — / I
.BOTTOM 42 x 12.83..:(.74) 398 GPD ' � � RATE _
a
TOTAL. 756 -S. F. 560 GPD;
CLASS SOILS
�J t
.USE 4 .500 GAL. .LEACHING CHAMBERS AC 3 � w
( ) (ACME OR EQUAL)
WITH 4 STONE ALL AROUND ^
� \ ELEV.
\ i
BENCHMARK:1
MAG SPIKE p 38
r J 37.8 NAVD88
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APPROVED DATE BOARD -0F; HEALTH
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ARAGE
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DRIVE
1
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DEN FAMILY KITCHEN BATH
�\
I
180 23>
! NO GROUNDWATER ENCOUNTERED
DATE: JULY
8, 2016
Scale:1 — 20 JUL 1 701113'
SECOND FLOOR R PLANS
HEALTH SEPT.
NOT TO SCALE �Q� 0 10 20 30 40 50 FEET
3
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YARMOUTHP
ORT MA 02675
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BUILDING SEWER OUTLETS AND x- 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
ELEVATIONS PRIOR TO INSTALLING ANY DIGSAFE( 1-888-344-7233 AND VERIFYING THE
PORTION OF SEPTIC SYSTEM
LOCATIONOF ALL UNDERGROUND & OVERHEAD' UTILITIES l J
. i PRIOR TO 'COMMENCEMENT F LOCUS ���
23.0' BOTTOM TH-1 WORK.
0
1
( % SLOPE) (1 % SLOPE) NO GROUNDWATER FOUND NOT TO SCALE
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
FOUNDATION EXIST SEPTIC TANK EXIST SEPTIC TANK 27 ' LEACHING
REMOVED 5' BENEATH AND AROUND THE PROPOSED
D BOX 18 FACILITY LEACHING FACILITY. ASSESSORS MAP 91 .PARCEL 121
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
**INSTALLER SHALL CONFIRM MINIMUM SEPTIC REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
TANK. SIZE AT 1500 GALLONS AND ITS SUITABILITY
FOR RE—USE. REPLACE WITH 1500 GALLON
SEPTIC TANK APPROPRIATE TO SITE CONDITIONS IF
NOT SUITABLE
SYSTEM - DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED �
EXISTING 5 BEDROOM DWELLING '
218.20
DESIGN FLOW: 5 BEDROOMS @ -110 GPD 550P
G D
USE A 550 GPD DESIGN FLOW
TEST HOLE LOGS
SEPTIC TANK: 550 GPD 2 = 1100
... ��
.71
USE EXISTING 1500 GAL. SEPTIC: TANKS .SHED� ENGINEER.
CRAIG J. FERRARI SE 138
1
AMY VON
. HONE RS
WT ,
LEACHING...
NESS..
SIDES, 2 42 + 12.83 2 .74 = 162 GPD <v DATE. 7/5/2016
t
— < 2 MIN INCH
— - - --_ _- PERC __ — / I
.BOTTOM 42 x 12.83..:(.74) 398 GPD ' � � RATE _
a
TOTAL. 756 -S. F. 560 GPD;
CLASS SOILS
�J t
.USE 4 .500 GAL. .LEACHING CHAMBERS AC 3 � w
( ) (ACME OR EQUAL)
WITH 4 STONE ALL AROUND ^
� \ ELEV.
\ i
BENCHMARK:1
MAG SPIKE p 38
r J 37.8 NAVD88
I Q
SHED \ A
x
o
o LS
\ s,
- r ;
c�
10
\
MA ,w -�
_, YR 4 1
APPROVED DATE BOARD -0F; HEALTH
39 \
14z
B
POOL
\ G
LS
\ 1OYR 5/6 3 r
8 24 36 I
FiATI�
t \
\ Ii
ARAGE
C '
t PERC
CS
N
5 /
-P
EXISTING
(04 PAVED 10YR 7
N `, .:DWELLING � /
DRIVE
1
N
O
rn
DEN FAMILY KITCHEN BATH
�\
I
180 23>
! NO GROUNDWATER ENCOUNTERED
DATE: JULY
8, 2016
Scale:1 — 20 JUL 1 701113'
SECOND FLOOR R PLANS
HEALTH SEPT.
NOT TO SCALE �Q� 0 10 20 30 40 50 FEET
3
g
0FM� _ off 508-362-4541
w � SS
�Q508-362-9880
- -
Q s v c � fax 508 362 9880
3b fig' ✓ F 5 a.
6 - �>
DANIEL
34 s downca
o e.com p
DANIELA. P
A.
OJALA
JALA U'
c� c�
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C
_. CIVIL � �% �%�� �% 1�%C
t n
!o. 40980 II l
0 p
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2 �
c e �Q s
E
U
civil
engineers
e
s ! TEF�1 IQn,G/V
rom y0
rsI
a
939 MainStreet Rte 6A
i
DCE 16-229 DATE DANIEL A.' OJALA P:E., P.L.S.
YARMOUTHP
ORT MA 02675
I
16-229