HomeMy WebLinkAboutEngineered Plan - Rev. 2014SS T E I V I PROFILE SHALL ALL SYSTEM COMPONENTS SHABE
1 MARKED WITH MAGNETIC TAPE OR
(NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION, NOTES
FOR CARRIAGE HOUSE/GARAGE BLDG. ONLY
' " RADE CONCRETE COVERS TO WITHIN 3" GRADE 1. DATUM IS APPROX. NGVD
SILL ELEV. 25.7 ACCESS TO WITHIN 6 OF FIN. G
(IN AREA OF PIPE EXIT) 2" PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE 2. MUNICIPAL WATER IS EXISTING
25.0 2% SLOPE REQUIRED OVER SYSTEM 22.0 3. MINIMUM PIPE -PITCH TO BE „
MINIMUM .75 OF COVER OVER PRECAST 1 8 PER FOOT.
/
_ WATER -TEST D'BOX FOR LEVELNESS BLOCKS OR
PRECAST H 10
RISERS (TYP.) PRECAST RISERS 4. DESIGN LOADING FOR ALL PROPOSED PRECAST
2�0 4"OSCH40 PVC MORTAR ALL H-10 UNITS TO BE AASHO H-10
,.: -.`..
PROP. TEE PIPES LEVEL 1ST 2' ' COMPONENTS
(TYP.)'
RENDS SIDES 19.23' S. PIPE JOINTS TO BE MADE WATERTIGHT.
oe
*21.8'± 1500 GAL H-10 a •�
10 14"
PROP. 21.38' TEE SEPTIC TANK TEE o 0 0 0 0��� ME
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6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
:. 1.13 ° ° ° ° 0] ���00M0 0WITH 310 CMR 15.000 (TITLE 5.
00000°°°°°0°0 0 o
o�a�0000aoa aa�aoMoo;00000000
°°°0°0°0°°° ° ° ° ° aaoa®®ao
GAS BAFFLE : ° ° ° °
^_° ° '0'0 00o0 �o Do Do �000��Do [rte 0 0 0 0 0 0 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
o°°°°°°°
°°°°°°°° x0000000 16.4' NOT TO BE USED FOR LOT LINE STAKING OR ANY co
4' LIQ. LEVEL (ACME OR EQUAL) :; 18.66 18.49 ° ° ° ° OTHER PURPOSE.
J O O
0;0;0- O -;0;0;-;0;-;0;.0000000-0-00-
; 0. 00000000000000000000000000''LH-10
"
000 ° °° 0 °°° ° O o ° o O o ° ° O o ° 000 GAL. LEACHING CHAMBER' BY. ACME PRECAST -OR EQUAL. P FOR SEPTIC SYSTEM TO SCH. 40-4 PVC.
°°000 0-°^°o°^°°°°°°°O°°°^°^° ^°'°'°°°°°' 3 4"=i-1 2" DOUBLE WASHED STONE 5 8. PIPE
ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED
" 9. COMPONENTS NOT TO BE BACKFILLED OR
6 CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE. 22.0 X 8.83 4.4' CONCEALED WITHOUT INSPECTION BY BOARD OF
COMPACTION. (15.221`_[2]) HEALTH AND PERMISSION OBTAINED FROM BOARD
2 % SLOPE (LQ�Z% SLOPE) (-!-% SLOPE OF HEALTH.
LEACHING 10. CONTRACTOR SHALL BE RESPONSIBLE FOR
FOUNDATION- 21 SEPTIC TANK 23 D BOX 11 FACILITY CALLING QIGSAFE (1-888-344-7233) AND (�AP
12.0 BOTTOM TH-1 LOCUS
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL NO GROUNDWATER FOUND VERIFYING THE LOCATION OF ALL UNDERGROUND &
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 'OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NOT TO SCALE
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM WORK.
NOTE: BUILDING SEWER TO EXIT IN AREA SHOWN, AT MIN. ELEVATION SHOWN 11. ANY UNSUITABLE- MATERIAL ENCOUNTERED ASSESSORS MAP 132 PARCEL 130
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING' FACILITY.
LEGEND
99 EXISTING CONTOUR SYSTEM STEM DESIGN:
99.1
X EXIST. SPOT ELEV.
GARBAGE DISPOSER IS NOT ALLOWED
99 PROPOSED CONTOUR
PROPOSED 1 BR IN EXIST. CARRIAGE :HOUSE/GARAGE
99 = GPD
0 PROPOSED SPOT EL. >> DESIGN FLOW. 2 BEDROOMS ® 110 GPD 220
TH1 ��� 21.71
�, X1.64 USE A 220 GPD DESIGN FLOW
TEST HOLE l{ �} /
SEPTIC TANK: 220 GPD (2) 440
SLOPE OF GROUND ' I / �C2\87
)< 21.87
USE: A 1500 GAL. SEPTIC TANK
UTILITY POLE r ��V %
�..,.. LOT AREA:
/ GARDEN 22,5711 SF LEACHING:
�� 3 / r- + 8.83)--2-(.74)91 GF;
yob FIRE. HYDRANT X20.r J SIDES. 2 (22
NOTE. NOT ALL SYMBOLS MAY APPEAR IN DRAWING ifs? o .44 0.97
21. 0
x21.38 BOTTOM 22 x 8.83 (.74) 143 `GPD
X 20.70 2 I
X 21.81 � <
�Q� 2T:33 �
TOTAL: 317 S. F. 234 GPD
� „ 2 X21.25 �
TEST HOLE LOGS 21.3
I\t� CHERRY - N EXISTING SEPTIC _SYSTEM FOR HOUSE USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
23 �a N INSTALLED 1993 (RETAIN) r? WITH 2.5' STONE AT ENDS AND `2' AT SIDES
ENGINEER.
DANIEL E. GONSALVES, SE �-�
X 23.47 22.70 :31�3� th ficaith Depart: �:�'it
PHIL RENAUD 3.3 21.7o LP
WITNESS. -- X 23.46 TWIN MAPLES 22.94 O O
24 TO BE SLAB � 3. �
DATE: 4/15/14 ( _----.---
REMOVED) EXIST. 23.89 /
PERC. RATE _ < 2 MIN/INCH , 2 x23.57 CARRIAGE / 14 air bate
5 7 HOUSE/GAR. X3:70 6 2.70
I SNC (PROP. 1 BR)
CLASS SOILS X25.74 SFS X2 .56 24---� -22 88 MA
25.E 2 ? 4q'R(i APPROVED DATE BOARD OF HEALTH
4.11 N
ELEV. 5. '$3.7 4.22 EXIST. DWELLING 23.36 QE@EY�I��
1 24.26 _
» ) 25.70 W
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14-061 T DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
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