HomeMy WebLinkAbout83-676 - Site Plan20 FT. MIN.
SOIL TEST TOP OF FOUND.
EL °JS.6- 10 FT. MIN.
ATION HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE 3 CONCRETE
OB
SERV 4 SCH 40 PVC
DATE OF TEST IQ -IR -L'7 DATE OF TEST /0-ia-A,f DATE OF TEST COVERS CLEAN SAND
WITNESSED BY `S /' WITNESSED BY `s�
.- WITNESSED BY �. PIPE- MIN. PITCH CONCRETE
1/8" PER FT.
PERC. RATE 2 MIN./INCH PERC. RATE- MIN./INCH PERC. RATE MIN./INCH a: 4" CAST IRON (OR COVERS
ELEV= 94_7 ELEV.= 10 ELEV.= EQUAL) PIPE - MIN. Z12 MAX -
PITCH 1/4 PER FT
p' p 2% MIN
TOf'LEVEL
E .SSS -24 Z_z -24 o e FLOW LINE_ ...e.. /
a: EL= 72.:
CLEAN MEaiUr �F ✓D MEOW/9 S 1N0 MIN. EL= n/ O r EL=
EL= V.
EL= 2
,'Z
EL = 90.0 0 0 0
EL= 89.0 0 o
DIS
RX —l4a° o T. o
BOX 0 4 o TVn
WATER AT EL=- WATER AT EL = WATER AT EL =
L000 GAL o u
n
ND G,G9rER ENCOUrVTERED PRECAST LEACHING a
SEPTIC BASIN OR EQUIV. EL=
TANK
/ 2 -
PROFILE
PROFILE OF - - -
\(� I / BOTTOM OF TEST HOLE OR OBSERVED WATER TABLE EL = r!.o
SEWAGE DISPOSAL SYSTEM ADJUSTED GROUND WATER TABLE ( / / ) EL =
NOT TO SCALE
!
FRAME a COVER SHALL BE
SET WITH MASONRY UNITS
7 / CLEAN SAND NHIPCH LACERE TO BE MORTARED
L=J
2" LAYER OF
q 1/8 1/2" WASHED
jr ✓ �r / / / // r.4 ITU STONE
I G 3/4"- 1 1/2"
WASHED STONE
a
w w
_ - - - - -� PRECAST LEACHING
w
tLFV. iun..�_> �_ssv/;,�1 r- j ° p w o BASIN OR EQUIV
V 0
24 DIA. COVERS
PLAN VIEW
FRAMES a COVERS SHALL
/ �LOT.�? / i ✓ ! + BE SET WITH MASONRY UNITS
9535.: 1 G! /HAY✓�Gr95 WHICH ARE TO BE MORTARED
IN PLACE
e... LEACHING PIT DETAIL
INLET4:_J
MIN. �OUTLET NOT TO SCALE
LOT.T/ —� MIN. FLOW LINE _�. _ REMOVEABLE COVER
�LET PIPES
10"MIN. ASTREQUIRED
ID DEPTH
OUTLETTEE
EPTH
[Q%�_33 f �` `! 1, \ y' I _. -� / > c
LIQUID BELOW TEE PLOW LINE
S-4 14 INCHES INLET ,.
19 I _� FLOW OUTLET
/ \ 4 FT
GHfIMBEPcA/N a �o' 1 �\ .� i��� V� 4 FT. MIN. 5 FT INCHES
h 6 FT. 241NCHES
zt
\ 8 FT. 34 INCHES (' 6
LIQUID
DEPTH a 2..
pI ��I pb i ivl•�. V \ ��
INLET TEE PROVIDED
PER SECTION 15.10.2
.F \ I L y - �b 4, : c• '4 TITLE 5
N0. OF OUTLETS
CROSS SECTION VIEW
_ SEPTIC TANK DETAIL DIST. BOX DETAIL
NOT TO SCALE NOT TO SCALE
0 DESIGN CALCULATIONS
_. _.
el°. 7-
1 g�
—_L Kii t Lai✓ f�Ty NUMBER OF BEDROOMS z
• -- -- - - GARBAGE DISPOSAL UNIT e<pnE
8e.7
TOTAL ESTIMATED FLOW T30
( /o GAL/BR./DAY x 3 BR.) GAL./DAY
4 �G`TUCf�ET p w`"""'"✓, REQUIRED SEPTIC TANK CAPACITY 47,5 -GAL.
/\9 i0 60 1//QE FSS kf ,�.,. ACTUAL SIZE OF SEPTIC TANK /0pn GAL.
LEACHING AREA REQUIREMENTS
�40 n = SIDEWALL AREA ?.� GAL./S.F.
?'t t J BOTTOM AREA Ao GAL./S.F.
? LEACHING CAPACITY ( BOTTOM SIDEWALL) GAL.
r �
12v�'q'7J
3./4X6x6Y/.0t.94,r/0x4X2-S
` / RESERVE LEACHING CAPACITY 490. / GAL.
21 6!iii E✓�� �. �'FLL-G.J TO L'✓"/.�. •`-�. Ji
4
MHAPO e.
,
!
4.
,
i
!
,
i
, 1
.� o
r.,4
i ro
LOCATION MAP
LEGEND
EXISTING SPOT ELEVATION 00„0
EXISTING CONTOUR - - --00 - - - - - - -
FINAL SPAT ELEVATION 00 61
FINAL CONTOUR r�
SOIL TEST LOCATION
TELEPHONE POLE -0-
HYDRANT (>
TOWN WATER —W -----VV
CATCH BASIN fmI\
GENERAL NOTES
I. ALL WORKMANSHIP AND MATERIALS SHALL
CONFORM TO D.E.Q.E. TITLE 5 .AND THE
TOWN OF Y4fl-,' '/Ty RULES a REGULATIONS
FOR THE SUBSURFACE DISPOSAL OF SEWAGE
2.ALL COVERS TO SANITARY UNITS SHALL BE
BROUGHT TO WITHIN 12" OF FINISHED ' GRADE
3.EXISTING AND FINAL GRADES SHALL REMAIN
ESSENTIALLY THE SAME
4.NO DETERMINATION HAS BEEN MADE BY THIS
OFFICE AS TO COMPLIANCE WITH TOWN
ZONING REGULATIONS. OWNER/APPLICANT IS
TO OBTAIN SUCH DETERMINATION FROM
APPROPRIATE AUTHORITY.
5. THIS PLAN IS VALID ONLY IF IT IS STAMPED'
AND SIGNED IN RED. THIS OFFICE ASSUMES
NO RESPONSIBILITY FOR INFORMATION CONTAINED
ON COPIES WHICH DO NOT- HAVE ORIGINAL
STAMPS AND SIGNATURES
6.ALL COMPONENTS OF THE SANITARY SYSTEM
SHALL BE CAPABLE OF WITHSTANDING H-tO
LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20
LOADING SHALL BE USED UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS
1
MIN. FRONT SETBACK 30
MIN. REAR SETBACK 20,
MIN. SIDE SETBACK /S)
APPROVED BOARD OF HEALTH
DATE AGENT
PROJECT LOCATION:
LOT 3L'_ SE7UCKET R0/7,0
%F/•P.+IOCITH SS .
APPLICANT:
C///JMBEkL /I/N _
R. J O NEAmvy !RC
Reg. Land Surveyors - Reg. Sanitarians
35 ROUTE /34 - UNIT 2 - P. 0. BOX 237
SOUTH DENNIS, MA.
REVISIONS
SCALE
DATE:
DR. BYE
APPD. BY:
JOB No.,
SHEET OF
3302-32 _