HomeMy WebLinkAboutEngineered Plan - Rev. 2016+ 6' A " 93.20 MAX. : VENT.
3.00 4" CAST IRON PIPE " A 913.95 VIN. NOT REQUIRED .
(OR EQUAL) MINIMUM
4 RFT. - 'Z
PITCH 1/
PE FLOW TEE
_ LEVELERS � ..
DEPTH
HORIZ
TEXTURE . `.' i
COLOR MOTT.
OTHER
0-5"
A
LOAMY SAND
10YR3/3 . NO
2-30" .
B
LOAMY SAND
10YiR6/6
FINAL SPOT ELEVATION
30--126"
C
MEDIUM SAND
10YR5/4
00
FLOW lJNE�3. a, ,.� ELEV. 98.30 NO WATER:. ENCOUNTERED AT 126 :ELEV. = x_88_37
ll
ELEV. _97.00 10
MIN.. - - >..�'{ o o :. .::. a �, ,�y
�� 2 0 - -
' ELEV.-= .__.'S- LEVEL ° 10 65.44; a; : �✓�. �,..'��N
" : o -- ° ELEV. - _ ^��
96.0 GAS 98.17 6 SUMP ELEV. _ -6.0'
ELEV. ___Z__ ELEV. NUMBER dF BEDROOMS - 4 DETC-M D AS 5
BAFFLE ____ 44 Ia4L .. GARBAGE DISPOSAL UNIT _
----
BOXELEV . � : TOTAL` ESTIMATES FLOW -
16 HIGH CAPACITY INFILTRATORS WITH LINER
LIQUID OUTLET;2�$Z; INA : ( 110 GAL/LR./DAY X .,._.),�I7r GAL./DAY.
z
DEPTH_ TO BE PLACED ON FIRM BASE REQUIRED SEPTIC TANK CAPACITY'.GAL
4 FEET 14 INCHES ( ) . TO BE WATER TESTED .f7 -G
' 2- 54 X 3 X10 TRENCH FORMATION -ACTUAL SIZE OF_SEPTIC TANK . `' �M�� GAL.
5 FEET - 19 INCHES 4 a. IF MORE THAN ONE OUTLET SOIL CLASS1FfCATION _1_
6 FEET 24 INCHES 1500 G�� e .
�° '^i .a �'^�" 2 , WELL NLA ;
7 FEET 29 INCHES +�-
(TO BE PLACED ON FIRM BASE) - SOIL SISOR � j _ ?3.30 : :DESIGN PERCOLATION RATE <_ .`�_
` EFFLUENT LOADING RATE �.74 GAL./DAY/S.F. ,
8 FEET 34 INCHES SEPMC i 1 ����"� `��(SAS)
ZONE ELEV.
'=
TEH (�.m�A INDEX LEACHING AREA 779.03:SQ. FT.
ADJUST
1413 X .7.79
LEACHING CAPACITY (AREA X RATE) 571 GAL:/DAY
}y USGS PROBABLE WATER TABLE ELEV. = _ - „ . 779.00 X 0.74
a:1 >�'«* $ �4r� jsEli.�ir�i,. WATER TABLE . ELEV; �� RESERVE LEACHING CAPACITYQ GAL./DAY
EAUA �« E- M$ S O A L t OBSERVED ( / / )
NOT TO SCALE BOTTOM OF TEST HOLE ELEV.
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
i TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
.
THE .SUBSURFACE DISPOSAL OF.SEWAGE.
2. ALL COVERS TO' SANITARY UNITS SHALL BE BROUGHT TO
WITHIN ' 6" OF FINISHED GRADE:
3. ALL COMPONENTS OF THE SANITARY' SYSTEM SHALL BE CAPABLE OF
L NG UNLESS THEY ARE . UNDER OR . W11THIN
WITHSTANDING H�-10.LOAD1
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE.
It
USED UNDER OR WITHIN -10 FT. OF DRIVES ;OR PARKING AREAS.
I 4. ANY MASOi�'ARY UNITS USEDTOBRIhG COVERS TO:GRADE SHALL,
�y BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
101.1 DEEDED OR ZONING REGULATIONS. OWNER'/ APPLICANT IS TO
�9�• OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY..
142.76' :
- UTILITIES SHOWN ARE APPROXIMATE ONLY EXCAVATION CONTRACTOR
O +
€v T
6 S iT0 CALL DIG -SAFE - A 1-888-344-7233 AT LEAST 72 HOURS
o x 10 .0 PRIOR TO COMMENCING WORK ON SITE.
j x 99.2
��8� 7.8 7. CONTRACTOR IS TO VERIFY GRADES ANDELEVATIONS AS WELL AS
104.0 �' , SOIL x 98.4 CONDITIONSWORK ON SITE. ANY .VARIATION
PRIOR TO COMMENCING 0
1� �' TEST �I
IS BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
% t
,\0 98.87 \ /. IMMEDIATELY. X c
I x 98.4 x 97.3 8: PARCEL- IS IN FLOOD ZONE
I ' 101.9 x 98.4 / �,:, �1Y q.' LOT -IS SHOWN ON ASSESSORS -MAP __1 __ AS PARCEL - 73
"r'Q•
-•---z 11 �"`10. EXISTING SEPTIC TANK,. D. :BOX, AND PIT ARE TO BE PUMPED AND
D WITH SAND.:
BACKFILLED
1 INTERIOR PIPING IS TO BE REPLUMBED BY A LICENSED PLUMBER TO
On 1 1. INTE I R ( )
'EXIT AS SHOWN.'
101.9
00.5 f / _ .
■ 97.0/ ,..
!/ x 198:3 # r
�s
x 101.8 a yah' �B�th Health
{ ? c , t ealth Department,
ii BOX
D.
�Fb VE D:'
q
pLJ .�`...» ,.._.�., f - - Name � DatePl-
�, 1 -- # p
o /
101.2'
@ 10.0_ _ EXISyTING
�-� I -
1500 GALLON j Sc. , C�! /,
is f SEPTIC TANK 3 , \ BOARD 0sem^ Al _
w Q o ] - SFW
w
_j
I¢
lcr
Qn
I
97.9-t°"d..•_ lI ] x 93.81
j �� : / .nR _ \ , ` _ DATE AGENT
89.2
('966 -\ I
JEJ
LOT 3 �,�.-..._.1..meq
J.:_ .�.
y FOR .
17, 522 6 S.F. 1 _
""UST p
96.
t
XNE
94.9
x 97.6
'x
fP FND I r \ h.
SSr dc. '�ra`3y c�a+a�.xa�l..br. '. �.
_ 1.3'7. �•:. ;, ,,...f .A- C� �
. B ARS
o I LOC TIE.n u.•
- ..
- - - t _ '•
_ a. '°'D
u•y S L
1 W o P � 0. BOX 483
` ;;�,/ _ .q� �_t�y° • � � R y � o - ` �- , . 508
:I s _
564-8379 SOUTH DENNIS, MASS.
02660
ST " y
DATA SEPT. 26, 201 scALE �» 20'
7,EOCT. 3, 2016 �aB No. /7-7 s
E=
:LOCATION MAP REv. , SHEET 1 OF `1
C. S8PR OJ7771-00�dwq 7771-SAS0 2016 T, M, HAYES, R.S.
EXISTING SPOT ELEVATION
00X0
EXISTING CONTOUR ----00----
FINAL SPOT ELEVATION
00.0
FINAL CONTOUR
00
{
SOIL TEST LOCATION
UTILITY POLE -0-
TOWN WATER - W
CATCH BASIN
s
GAS LINE G
E
CLEAN OUT C.O.
CESSPOOL C.P.0
ST " y
DATA SEPT. 26, 201 scALE �» 20'
7,EOCT. 3, 2016 �aB No. /7-7 s
E=
:LOCATION MAP REv. , SHEET 1 OF `1
C. S8PR OJ7771-00�dwq 7771-SAS0 2016 T, M, HAYES, R.S.