HomeMy WebLinkAbout83-659 Site PlanSOIL TES TOP OF FOUND. 20 FT. MIN.
1
EL 10 FT. MIN.
OBSERVATION HOLE` I OBSERVATION HOLE 2 OBSERVATION HOLE 3 CONCRETE
DATE OF TEST /�-/�'-�� DATE OF .TEST /�-fs-RZ DATE OF TEST COVERS 4' SCH 40 PVC
WITNESSED BY �S {'• WITNESSED BY WITNESSED BY a; PIPE- MIN. PITCH 1
PERC. RATE <2 MIN:/INCH PERC. RATE -�2 MIN./INCH PERC. RATE MIN./INCH I/8 PER FT.
r o: 4 CAST IRON (OR
ELEV= 96• ELEV.= 93, ELEV. = EQUAL) PIPE - MIN. 212 MAX -
D o
PITCH 1/4 PER FT
7-01Z7 e, SU'S.`D;L 7 -OP . p"
E<.f S _ �'z. ?:0 e LEVEL
24 -�9 v FLOW LINE- n..
. EL= %2. I 10
r_LfArJ yrOlUM s :vD MFJlt/11 SANIJ MIN.
EL= EL==LZ n .
8/. 0 - l�¢ DIST
BOX
WATER AT EL = WATER AT EL = WATER AT EL =
✓✓0 z,�grEtz t--1VC0,4V7fesG /CP^ GAL
SEPTIC
TANK
I�
I
CLEAN SAND
S�CONCRETE
i COVERS
% MIN
,NIZ
EL O f c l 0 0
EL=
o L1 0
0 0
0
PRECAST LEACHING e o
A-1
BASIN OR EQUIV. EL= .4.x.0
2' T,
I 4M^✓
It + PROFILE OF - - -
SEWAGE DISPOSAL SYSTEM BOTTOM OF TEST HOLE OR OBSERVED WATER TABLE EL = g/.n
/ ADJUSTED GROUND WATER TABLE ( / / } EL =
NOT TO SCALE
xxl.=
/
/ S�
J /
✓I / / / / / qa I I
/ 1
TOR of ce
�--------------
EL EV. /oO. OC 14SS;I�: �J;. i
24" DIA. COVERS
PLAN VIEW
FRAMES a COVERS SHALL
/c,S t I \�J /HAY✓r3 ��s ; BE SET WITH MASONRY UNITS
WHICH ARE TO BE MORTARED
IN PLACE
INLET a : c.•. ..�
3"MIN. OUTLET
6"MIN. FLOW LINE
f 2 MIN.
/J �, Deer.' I ��` coo �E f. cv�•�r�f ?� Q: ✓ 10"MIN. ° OUTLET TEE
LIQUID DEPTH
SCI-' s.'
'/ \ I,
c• S-4•' 4 FT.
4 F MIN, 5 FT.
LIQUID 6 FT.
Uxj - DEPTH 8 FT.
d _ 3 CROSS SECTION VIEW
'` SEPTIC TANK DETAIL
�' NOT TO SCALE
1�4—
- x �� - - -- - - DESIGN CALCULATIONS
--- -
'� / ------ - --c ,` t NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNITyoyE
^a.q TOTAL ESTIMATED FLOW
f ( /v GAL/BR./DAY x 3 BR.) !30 GAL./ DAY
G M•uu„",�. , REQUIRED SEPTIC TANK CAPACITY 4`?S GAL.
ACTUAL SIZE OF SEPTIC TANK - GAL.
LEACHING AREA REQUIREMENTS
SIDEWALL AREA 2 GAL./S.F.
3x f ? BOTTOM AREA ).0 GAL./S.F.
ik LEACHING CAPACITY ( BOTTOM SIDEWALL) 4 �� GAL.
< 2:'' O. h" - �tS`�•�a, �_ -
3,14 X6 r6 x/. 0 4 /4 X!2 x 4X 2. S
RESERVE LEACHING CAPACITY 490•/ GAL.
N"..�
CLEAN SAND
I
FRAME & COVER SHALL BE
SET WITH MASONRY UNITS
WHICH ARE TO BE MORTARED
IN PLACE
I
LEACHING PIT DETAIL
NOT TO SCALE
TEE .DEPTH
BELOW FLOW LINE
14 INCHES
19 INCHES
24 INCHES
29 INCHES
34 INCHES
2” LAYER OF
1/8"- 1/2" WASHED
STONE
3/4'- 1 I/2"
WASHED STONE
PRECAST LEACHING
BASIN OR EQUIV
I
r— REMOVEABLE COVER
OUTLET PIPES
AS REQUIRED
INLET
' FLOW ° OUTLET
INLET TEE PROVIDED
PER SECTION 15.10.2
TITLE 5
NO. OF OUTLETS-
DIST
UTLETS DIST BOX DETAIL
NOT TO SCALE
NOTE':
E.'"Cf3J/,'T/CW q/✓U «ALL �•F�%9//% UJT'L
/ILL
7'0 ;AY Wr-4 [.
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P
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W
LEGEND: -
0
EXISTING CONTOUR - - --00 - - - - - - -
FINAL SPOT ELEVATION 00. -01
0
•
p
HYDRANT '
TOWN WATER —VV--- W
0 0
I
LEACHING PIT DETAIL
NOT TO SCALE
TEE .DEPTH
BELOW FLOW LINE
14 INCHES
19 INCHES
24 INCHES
29 INCHES
34 INCHES
2” LAYER OF
1/8"- 1/2" WASHED
STONE
3/4'- 1 I/2"
WASHED STONE
PRECAST LEACHING
BASIN OR EQUIV
I
r— REMOVEABLE COVER
OUTLET PIPES
AS REQUIRED
INLET
' FLOW ° OUTLET
INLET TEE PROVIDED
PER SECTION 15.10.2
TITLE 5
NO. OF OUTLETS-
DIST
UTLETS DIST BOX DETAIL
NOT TO SCALE
NOTE':
E.'"Cf3J/,'T/CW q/✓U «ALL �•F�%9//% UJT'L
/ILL
7'0 ;AY Wr-4 [.
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No. 27P71 q;
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FORM 11/6/ 65
\
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LOCATION MAP
LEGEND: -
EXISTING SPOT ELEVATION 00„0
EXISTING CONTOUR - - --00 - - - - - - -
FINAL SPOT ELEVATION 00. -01
FINAL CONTOUR, -_-
SOIL TEST. LOCATION
TELEPHONE POLE -0-
HYDRANT '
TOWN WATER —VV--- W
CATCH BASIN /IID
GENERAL NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL
CONFORM TO D.E.Q.E. TITLE 5 AND THE
TOWN OF., 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
-T,Nq 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-10
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
MIN. FRONT SETBACK - 30'
MIN. REAR SETBACK '�O�
MIN. SIDE SETBACK 1� '
APPROVED: BOARD OF HEALTH
DATE AGENT
PROJECTLOCATION:
p
LOT v � SETUCXET 8017,0
i',P,VOUri/ S�
APPLICANT: -.
ch✓/Wf3.Ei'L A/h/
R. J. ONEARw, INc.
Reg. Land Surveyors - Reg. Sanitorions
35 ROUTE /34 - UNIT 2 - R. 0. BOX 237
SOUTH DENNIS, NA.
REVISIONS
SCALE: n
DATE:
/2-23-fis
DR. BY:
APPD. BY:
6
JOB NO.:SHEET
/ OF __
3:�Or" -3��j
FORM 11/6/ 65