HomeMy WebLinkAboutEngineered Plan - 2013ALL SYSTEM COMPONENTS SHALL BE
SYSTEM STEM PROFILE MARKED WITH MAGNETIC TAPE OR
(NOT T0 SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. NOTES
" CONCRETE COVERS TO WITHIN 3" GRADE APPROX. NGVD
ACCESS COVERS TO WITHIN 6 .OF FIN. GRADE C RET 1. DATUM IS
2" PEASTONE OR GEOTEXTILE
TOP FOUND. EL. 29.4'FILTER FABRIC OVER STONE
2. MUNICIPAL WATER IS EXISTING
2� SLOPE REQUIRED OVER SYSTEM 24
MINIMUM .7JOF OVER PRECAST Q � 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
PRECAST H-10 BLOCKS OR
•'
RISERS (TYP.) PRECAST RISERS 4. DESIGN LOADING FOR ALL PROPOSED PRECAST
2'm 4 OSCH40 PVC MORTAR ALL UNITS TO BE AASHD H-10
., 25.0 PROP.' TEE H 10
4 PIPES LEVEL 1ST 2 4 COMPONENTS
(TYP.) 7' 4,
ENDS SIDES 21,0 5. PIPE JOINTS TO BE MADE WATERTIGHT.
EXISTING " ,. ora ,o ,oma o 0
,... 10 14
TEE SEPTIC TANK** TEE *, ���0 DD®� ��0�- n0qm
;°000°o°o
000 6 CONSTRUCTION DETAILS TO BE 1N ACCORDANCE
23.6f °°°°°°° ����QD a�aaoa�oo° ° WITH 310 CMR 15.000 (TITLE 5.)
�. °' � O O O O O O ���� O� D D O D� O O '0 0 0 0 0 0 _ ,°00000°o.°000°o°o000000000000 p>° o 0 0 GAS BAFFLE:; 0 0 0 0 0 000°°000�0000�00- o�000000�,_o 0 0 0 0 ° o o a�a��00����o�0 Qa����>°°°° o�oc�aoo��oc� aMaao,,o°°°o 0 0 0 0 0 o 0 0 0 0 0 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
20.44' 20.27' 18.17 NOT TO BE USED FOR LOT LINE STAKING OR ANY
.: OTHER PURPOSE
S
WATER-TESTD BOX FOR LEVELNE
LH -10 .500 GAL .LEACHING CHAMBER BY ACME PRECAST OR EQUAL 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC.
3/4"-1-1/2' DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
" STONE OR MECHANICAL . 9. COMPONENTS NOTTOBE BACKFILLED OR
6 CRUSHED OVERALL DIMENSIONS TO OUTSIDE OF STONE 25 X 12.83 ' ; CONCEALED WITHOUT INSPECTION BY BOARD OF
COMPACTION. (15.221 [2]) 4.67' 8+ HEALTH AND PERMISSION OBTAINED FROM BOARD
(�d% SLOPE) (-!-% SLOPE) OF HEALTH.
LEACHING
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
FOUNDATION EXIST. SEPTIC TANK 34 D' BOX 12' CALLING DIGSAFE (1-888-344-7233) AND
FACILITY 13.5 BOTTOM TH-1 VERIFYING THE LOCATION OF ALL UNDERGROUND LOCUS MAP
NO GROUNDWATER FOUND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL **INSTALLER SHALLCONFIRMMINIMUM SEPTIC TANK SIZE AT ,
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 1000 GALLONS AND ITS SUITABILITY FOR RE -USE. REPLACE G -W EXPECTED AT EL. 10 f WORK. NOT TO SCALE
PRIOR TO INSTALLING, ANY PORTION OF SEPTIC SYSTEM WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE 11. ANY UNSUITABLE MATERIAL ENCOUNTERED
CONDITIONS IF NOT SUITABLE SHALL BE REMOVED 5' BENEATH AND AROUND THE ASSESSORS MAP 38 PARCEL 52
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
LEGEND- 26.46
99 - EXISTING CONTOUR
X 99.1 EXIST. SPOT ELEV.
99 PROPOSED CONTOUR; �'� v NOTE: SEPTIC SYSTEM IS NOT DESIGNED FOR SYSTEM DESIGN.
VEHICLE LOADING
26.57.
99 PROPOSED SPOT EL \' � GARBAGE DISPOSER IS NOT ALLOWED
TH 181
BOAT lk
TEST HOLE 24.57 �s DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
PARKING..
60 USE A 330 GPD DESIGN FLOW
2%- SLOPE OF GROUND X 23. 2 .75 'j,
CO--) UTILITY POLE �� X 26.85 SEPTIC TANK: 330 GPD (2) 660
- --GAL _ --
-_ r - **Rt -USE EXIS TING 00. SEPTIC TANS
y� FIRE HYDRANT +y�
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
�• ABOVE -- �X 4.85 LEACHING:.
GROUND
J X 26.
Pool SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
X27:12
Xi24.77 \ BOTTOM 25 x 12.83 .74 = 237 GPD
TEST HOLE LOGS DECK X �. -- ( >
4.21 7 ` .96 / / \ \
X 4.7
2, 4 TOTAL: 472 S.F. ` 349 GPD
. DANIEL E. GONSALVES, SE oX 9 / X26. N�
ENGINEER.
1.82 N 25.49 USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
AMY `VON HONE RS LEACH PIT 27.39 ,
WITNESS. 21.99 ti� 6.47 WITH 4 STONE ALL AROUND
DATE: 11/27/13 SHED
27:30
< 2 M N/I CH
PERC. RATE 3
2x 7.14 DECK % X 27 .30
CLASS SOILS ti Q 65 /2 2 \\ 27.27
IST. 100 GAL / 0.11 / X 6.90
_
-24 SEPTIC T K**/ / \ 2 t>
ELEV. x 24.15 � �
X 24.4 a� w 27.18 --��
LOT 8 6.16
o„ 24.5, 18,304 Sq. Ft. 25 28.31 / 27.85
I
95 / # 27.05
FILL 6.02 9.38 MA
/ APPROVED DATE BOARD OF HEALTH
26.77
32 EXIST. DWELL
B X 6.45 TOP OFFNDN. = TITLE 5 SITE PLAN
X 26� � ELEV. 29.4' 26.67
MS OF
1OYR 5/6 Q'
2
1.1
40 n �/ p
BENCH MARK - TOP OF 50 19 JAYBIRD BIRD LANE
LS TIE RET. WALL AT
7 6.52 26.35 WEST YARMOUTH
END. ELEVATION 26.2 I40
ss
A8 25.49
C 6.44 ��' ��� PREPARED FOR
PERC '�q V
Fo oR�� 26.10 JUN 17 '2014 ROBERT ST. PIERRE
MCS F J
HEALTH DBP:
DECEMBER 8, 2013
1OYR 7/4
a fi
. �i� 0� ��,. off 508-362-4541
25.89 / CN CFhlq " s,S4 Pi�S
,�� fax 508-362-9880...
=.L y r o� DANIEL downca e.com
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25.67 OJAL A t +{. ; A P •
CIVIL ,, IA ROWS . Cape @/1 i/I ee/Y/1 iOC.
132 "502 Via,. No: 409x0
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1.3.5 _ ,125.49 � � _ � ,� � o
�'o o� civil engineers
Scale. 1 = 20 sg� /srE z saes � land , surveyors
NO GROUNDWATER ENCOUNTERED
NA } 939 Main Street ( Rte 6A)
13-274 DATE DANIEL A. OJALA, P.E., L. S. YARAWOUT lPORT MA 02675
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