83-541 - Sewage Disposal System7
LOCATION MAP
E.7
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LEGEND
i21 EXISTING SPOT ELEVATIONS 00x0 ry,�P�tHDFMgJ�gCy
4� ? EXISTING CONTOUR ------- 00----- RICHARD G�
• FINAL SPOT •ELEVATIONS 00.0 o OMEON w
t� = FINAL CONTOUR Ip0-T " ta.44��0
SITE PLAN 9� ..��s? SOIL TEST LOCATION
�gcHuC
PROJECT LOCATION
20 FT MIN.
W.
TOP OF FOUND.
I,Lx)D GAL. PRECAST LEACHING °OVO--EL.= 4105
BASIN OR EQUIV.
'EL. _ cAR 5 10 FT MIN.
SEPT I C I s.o'
SCALE: '.�, S,7 -
TANK
DATE'...1
CONCRETE
4 SCH. 40 PVC
CLEAN SANG
PROFILE OF
GROUND WATER TABLE( EL.
/ / ) _
REV.:
COVERS
NOT TO SCALE
RV 0 1HEQRN,
DESIGN CALCULATIONS SOIL TEST
PIPE- MIN. PITCH
CONCRETE
NUMBER OF BEDROOMS ... ¢
DATE OF SOIL TEST t 1
NO. E
ri
GARBAGE DISPOSAL UNIT... ... 1 f'-�
1-
1/8' PER FT.
COVER
TOTAL ESTIMATED FLOW WITNESSED BY
OF L j
.?' 4" CAST IRON
{ 't:) GAL./BR./DAY x BR. )........ ss= GAL /DAY PERCOLATION RATE _ MIN./INCH
2' LAYER OF
PIPE- MIN. PITCH
12" MAX.
1/8 - I/2 WASHED
.,: 1/4" PER , FT
.. .. ...
STONE
,.
FLOW LINE --4..:
z
EL Y� = �1S.
10.
l�
MIN.
EL
-
NOTES
EL.= (iS sEL.=
I. ALL WORKMANSHIP AND MATERIALS SHALL 1 CONFORM
TO D.E.Q.E TITLE 5 AND THE TOWN OF
E L = ``i .0
RULES AND REGULATIONS FOR SUBSURFACE DISPOSAL
OF SANITARY SEWAGE
DIST.
EL.=
0
2.ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 12" OF FINISHED GRADE.
BOX
o 0
3. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY
MIN. FRONT SETBACK -
3/4"- 11/2"
THE SAME.
MIN. REAR SETBACK
E.7
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LEGEND
i21 EXISTING SPOT ELEVATIONS 00x0 ry,�P�tHDFMgJ�gCy
4� ? EXISTING CONTOUR ------- 00----- RICHARD G�
• FINAL SPOT •ELEVATIONS 00.0 o OMEON w
t� = FINAL CONTOUR Ip0-T " ta.44��0
SITE PLAN 9� ..��s? SOIL TEST LOCATION
�gcHuC
PROJECT LOCATION
WASHED STONE o $v � o o`n o
W.
APPLICANT:
I,Lx)D GAL. PRECAST LEACHING °OVO--EL.= 4105
BASIN OR EQUIV.
SEPT I C I s.o'
SCALE: '.�, S,7 -
TANK
DATE'...1
BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE EL. _ FL
JOB NO'
APPD. BY:
PROFILE OF
GROUND WATER TABLE( EL.
/ / ) _
REV.:
SEWAGE DISPOSAL SYSTEM
NOT TO SCALE
RV 0 1HEQRN,
DESIGN CALCULATIONS SOIL TEST
DRAWING
f4-6. LAND SURVEYORS REB.
NUMBER OF BEDROOMS ... ¢
DATE OF SOIL TEST t 1
NO. E
ri
GARBAGE DISPOSAL UNIT... ... 1 f'-�
1-
SOUTH OENNI S, ,
TOTAL ESTIMATED FLOW WITNESSED BY
OF L j
{ 't:) GAL./BR./DAY x BR. )........ ss= GAL /DAY PERCOLATION RATE _ MIN./INCH
REQUIRED SEPTIC TANK CAPACITY.:.......... "'`- GAL. OBSERVATION HOLE I OBSERVATION HOLE 2
ACTUAL SIZE OF SEPTIC TANK.. ............... -'-..= GAL. ELEVATION = I ELEVATION = } S
LEACHING AREA REQUIREMENTS ti
SIDEWALL AREA _7— GAL./S.F.
BOTTOM ' AREA I . n GAL:/S.F. > s •« S `
LEACHING CAPACITY (BOTTOM# SIDEWALL).�'J 1 GAL,
41-1 RESERVE LEACHING CAPACITY...: ..-- i%
........:.. GAL.
C
NOTES
I. ALL WORKMANSHIP AND MATERIALS SHALL 1 CONFORM
TO D.E.Q.E TITLE 5 AND THE TOWN OF
RULES AND REGULATIONS FOR SUBSURFACE DISPOSAL
OF SANITARY SEWAGE
2.ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 12" OF FINISHED GRADE.
3. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY
MIN. FRONT SETBACK -
THE SAME.
MIN. REAR SETBACK
4. NO DETERMINATION HAS BEEN MADE BY THIS OFFICE AS TO MIN. SIDE SETBACK
COMPLIANCE WITH TOWN ZONING REGULATIONS. OWNER/APPLICANT
`
IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. APPROVED. BOARD OF HEALTH
- r DATE AGENT
�� uL u a3t A3 a
2
E.7
. '.-:`+. ('.i..l._ fys 1�.1. �„—k.t �.-�• '"i•< I� I�I`�.'v'.�``i�-� wiL`n�i._>,`_'% :S'1 L.�%+`—
LEGEND
i21 EXISTING SPOT ELEVATIONS 00x0 ry,�P�tHDFMgJ�gCy
4� ? EXISTING CONTOUR ------- 00----- RICHARD G�
• FINAL SPOT •ELEVATIONS 00.0 o OMEON w
t� = FINAL CONTOUR Ip0-T " ta.44��0
SITE PLAN 9� ..��s? SOIL TEST LOCATION
�gcHuC
PROJECT LOCATION
A
APPLICANT:
SCALE: '.�, S,7 -
DR. BY
DATE'...1
JOB NO'
APPD. BY:
REV.:
RV 0 1HEQRN,
%IVC.
DRAWING
f4-6. LAND SURVEYORS REB.
SAN/TAR/ANS
NO. E
35 ROUTE 134 —
— UNIT 2
SOUTH OENNI S, ,
MASS.
OF L j