HomeMy WebLinkAbout55 Stratford Lane - Septic Designi
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TOP of FouNaAnoN SOIL T ST Y;
20 FT.. MINIMUM FROM CELLAR DATE OF SOIL TEST i
f 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE SOIL TEST DONE BY
L l C t %
ELEV. 100'.5IOD.10 FT. MINIMUM - CLEAN SAND -
WITNESSED BY /� U F v.✓�
CONCRETE LOAM AND SEED OBSERVATION HOLE 1 ELEV.- OBSERVATION HOLE 2 > :- ^ �'% In.
4' SCHEDULE 40 PVC PIPE PERCOLATION RATE 1- ,Z MIN./INCH AT � 2 INCHES PERCOLATION RATE Z MIN./INCH ~
MIN. PITCH 1/6' PEk FT. 2' LAYER OF
1/0' TO 1/2'
{c n, 3 y 3! r r WASH{D STONE
4' CAST IRON PIPE N TTREQUIRED
-- (OR EQUAL) MINIMUM
j . — z
PITCH 1/4 PER FT. 1 CU. FT. OF
CONCRETE
FLOW UNE .> ANCHOR
G
ELEV, m 10'
MIN. 2.0. e e o
l LEVEL . „ 10• ELEV� .i 7", 7
ELEV GAS ELEV. �,.? 6' SU ELEV. r
= Y . r. .. .x...-.
BAFFLE DISTRIBUTION G
LIQUID OUTLET BOX ELEV f HIGH CAPACIIYELATORS N1TH
(TO BE PLACED ON FIRM BASE) t TOONN i Fy
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
PROJECT LOCATION
�"''r.•,,f sr'r 'Tri /r�?-S� �r4/iOs.-,fl.�"i
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
P.
398- P. 0.
SOUTH DENNIS, MASS.
3922 BOX 713 02660
$
CALE _ d • .
2000
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LOCATION MAP
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DEPTH
HOR Z I
TEXTURE
ODI,OR,
MOTT.
OT111ER
PROJECT LOCATION
�"''r.•,,f sr'r 'Tri /r�?-S� �r4/iOs.-,fl.�"i
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
P.
398- P. 0.
SOUTH DENNIS, MASS.
3922 BOX 713 02660
$
CALE _ d • .
2000
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rt
tk FEET 14 INCHES TO BE WATER TESTED I I 3 ' y. i TRENCH FORMATIONFEET 19 INCHES 3 r �: G
8 34 NCHES SEPTIC TANK IF MORE ACED of CLEAN ' ° IND I7 t./% p;
24 INCHES 5OO GALLON i wEiL f i / :WATER ENCOUNTERED AT ELEV. WATER ENCOUNTERED AT ° u
ELEV
7 29 rCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION ZONE
SYSTEM (SAS) APPROVED
DOUBLE WASHED STONE ADJUST
FREE OF FINES & SILT LEGEND: DESIGN CALCULATIONS.RWUTH COn.INIITTEE i
USGS PROBABLE WATER TABLE ELEV. + EXISTING SPOT ELEVATION 00,0 NUMBER OF BEDROOMS ::LJKHPD )`
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV. - EXISTING CONTOUR ----OG---- GARBAGE DISPOSAL UNIT NO
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. - Y'•. FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW110 AY X.�LL.__ ? D
^ FINAL CONTOUR REQUIRED SEP�TIC�ANK CAPACITY GAL"
�AY.++
' SOIL TEST LOCATION1500 GAL
UTILITY POLE -O- ® ACTUAL SIZE OF SEPTIC TANK '
TOWN WATER —WSOIL CLASSIFICATION
CATCH BASIN f®� DESIGN PERCOLATION RATE < 5 MN./IN.
CAS UNE EFFLUENT LOADING, RATE GAL/DAY/S.F.
CLEAN OUT co CHING AREA �'='y SQ. FT.
P O it t}O}
C LE
ACHlNC CAPACITY (AREA X RATE) j(.>• GAL -/DAY
RESERVE LEACHING CAPACITY ��t' � CAL/DAY
7• NOTES:
1. ALL WORKMANSHIP AND MATERW.S SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF P& "'V15 RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE
y \ 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
Wr"N 6' OF FINISHED GRADE
�e
10. ALL UN.SWABLE MATERIAL SHALL BE REMOVED FRW UNDER AND 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF {►
# .,t FOR A M,"VJM OF V AROUND SOIL ASSORP710H SYMEM AND BE WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
f s y REPLACED WM MATERIALILS SKORED M 310 CMR 15.25'xS3� 10. FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
KGRA
�` 11 A GA71VE DE OF 3/4 PER FOOT FOR A V MUM OF 15 USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
\ \ /! \� '�4',iALL BE MA 4TAG�D AWAY FROM THS FOUNDATION. 4. ANY MASONARY UNITS USED TO BRING COVERS 70 WrADE SHALL
2 A VARIANCE OF 1.5' IS 4:QULRED FOR THE 'TGF+ OF MWA11ON BE MORTARED IN PLACE
J 'V&Y 00 ABOVE HN PO!4T M ROAD. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPUANCE WITH
/ T. -Y=.=- / :, r'•r'""�.� DEEDED OR ZONING REGULATIONS. OV.-MR/APPLICANT IS TO
\ �\ OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
MATE ONLY,
AVATION
CTO
6. is
SCALL DWG-SAFE"-344-7233CA7 LEAST 7�21HOURSR {
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.3. r
IS IN FLOOD ZONE
9. LOT IISSLSHOWN ON ASSESSORS MAP _I IL AS PARCEL
V 1
L f T�La"'' APPROVED: BOARD OF HEALTH
• � .� .xrl�s
/24.
/IW ?t ; DATE AGENT
02000_SWEETSER ENgNEERINcI
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ry
PROPOSED SEPTIC DESIGN
FOR_
PROJECT LOCATION
�"''r.•,,f sr'r 'Tri /r�?-S� �r4/iOs.-,fl.�"i
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
P.
398- P. 0.
SOUTH DENNIS, MASS.
3922 BOX 713 02660
$
CALE _ d • .
2000
REVISED
J08 N0. 9 eV
SHEET , ( OF/
LOCATION MAP
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02000_SWEETSER ENgNEERINcI