HomeMy WebLinkAbout11 South West Drive Proposed Septic Design}
TcpOF FOUNDATION 120 FT. MINIMUM FROM CELLAR
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
ELrv. a { J' J 10 FT. MINIMUM rND�-� CLEAN SAND
COVERS'p�N� 4• SCHEDULE 40 PVC PIPE LOAM AND SEED
MIN. PITCH 1/8• PER FT. 2• LAYER OF FF
1 TO 1/2-
r7 �' 4 W SiED STONE
4• CAST IRON PIPE ! " - NOTTREQUIRED
CH 1 4� P I FTM
z 1 Cu. FT. OF
CONCRETE
ANCHOR
FLOW LINE i '
ELEY.10•
-T
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MIN. d.Q. e 100
VEL.) e e ELEV.
GAS ELEV. a ! P 6• SU ELEV. _
e`er DISTRIBUTION ELEV. a
LIQUID OUTLET _ BOX J HIGH CAPASTCIONEttINLANATOiS WITH
4 FEET 14 INCHES DEPTH TEE
(TO BE PLACED ON FIRM BASE) TO BE WATER TESTED �'� „�(BENCH FORMATON 1
5 FEET 19 INCHES 1 500 GALLON IF MORE THAN ONE OUTLET I f
6 FEET 24 INCHES TO BE PLACED ON FIRM BASE) SOIL ABSORPTION I•^ ZONE
7 FEET 29 INCHES
8 FEET 34 INCHES SEPTIC TANK 3/4• TO 1 1/2' SYSTEM (SAS) INDEX
-�•� WASHED STONE ADJUST
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED w � T°.ABLE (WA/ TABLE, �V.
9 ELEV. _
j NOT TO SCALE BOTTOM OF TEST HOLE. ELEV. =
4'
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TEXTURE
COLOR
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SOIL TEST r _
DATE OF SOIL TEST �l7. ! j 7
SOIL TEST DONE BY SWEETSER ENGINEERING
WITNESSED BY V acs-*
OBSERVATION HOLE 1 ELEV.a ? OBSERVATION HOLE 2
PERCOLATION RATE MIN./INCH AT 69 INCHES PERCOLATION RATE MIN./INCH �.
DEPTH I
HORIZ I
TEXTURE
COLOR
MOTT.
OTHER
PROJECT LOCATION / a
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SWEETSER ENCrliY EERING
235 GREAT WESTER' ROAD
398-3922 SOUTH DENNIS MASS. 02660
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COLOR
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PROJECT LOCATION / a
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SWEETSER ENCrliY EERING
235 GREAT WESTER' ROAD
398-3922 SOUTH DENNIS MASS. 02660
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7�2'
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�'Jp WATER ENCOUNTERED AT ELEV. _ ! %.A? WATER ENCOUNTERED AT ELEV. _
LEGEND: DESIGN CALCULATIONS 2
EXISTING SPOT ELEVATION OOxO NUMBER OF BEDROOMS
EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT NO
FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW
FINAL CDNTOUR� ( 110 GAL/BR./DAY X BR.) '37 GAL/DAY
SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY %t^ 0 GAL
UTILITY POLE -o- 5) ACTUAL SIZE OF SEPTIC TANK 1500 GAL,
TOWN WATER —W—wF—W SOIL CLASSIFICATION .I
CATCH BASIN t J DESIGN PERCOLATION RATE 5 ` MIN./IN.
GAS LINE EFFLUENT LOADING RATE -122 GAL/DAY/S.F.
CLEAN OUT C� LEACHING AREA4 SQ. FT.
'f(Y
CESSPOOL C.P.0 (?(}3�7X
AI4G%/Z� b
LEAC/ CAPACITY (AREA `X RATE) { GAL/DAY
Y7v' 3 }c b:? ; 6
RESERVE LEACHING CAPACITY AL/DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS MALL (O�NFORP RULES AND
TITLE 5 AND THE TOWN OF ? ""° ,
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
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.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5_ NO i1F'MPkmMATION HAS PEEN MADE AS `TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT Ik$S TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHCRIYY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL 'DIG -SAFE' AT 1-886-344-7233 AT BAST 72 HOURS
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. f
& PARCEL IS IN FLOOD ZONE A
9. LAT IS SHOWN ON ASSESSORS MAP L> LAS PARCEL.
v •,��x eft. 7.�` "t�,
4'd APPROVED: BOARD OF HEALTH
f
DATE AGENT
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PROPOSED SEPTIC Iii IGN
FOR
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PROJECT LOCATION / a
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SWEETSER ENCrliY EERING
235 GREAT WESTER' ROAD
398-3922 SOUTH DENNIS MASS. 02660
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REVISED. Z
JOB N0.
SHEE / OF /
LOCATION MAP
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._01999 SWEE'TSER ENGINEE .wr �