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HORIZ
TEXTURE
COLOR
MOTT.
OTHER
r �X
G ..1\ 1.41\'yl -
1 8'TO'f 2
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LEGEND.
w
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yy ASIED STONE
VENT
EXISTING SPOT ELEVATION Dexo
u
f
c adz,- 1
4* -CAST IRON PIPE
(OR EQUAL) MINIMUM
NOT REQUIRED
EXISTING CONTOUR ----00----
PITCH 1/4- PER FT.
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z
I CU. FT. OF
FINAL SPOT ELEVATION .
FINAL CONTOUR _ 00
r
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FLOW LINE
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CONCRETE
ANCHOR
- SOIL TEST LOCATION
UTILITY POLE -O-
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-
10
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TOWN WATER -�W
(
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MIN.
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CLEAN OUT C.o.
BAFFLE
CESSPOOL C.P. 0
DISTRIBUTION ElEVy
LIQUID OUTLET
...
BOX i , , 4
HIGH CAPACITY INFILTRATORS WITH
STONE IN AN
E!?1Y.
- _.
TM BE WATER TESTED
i
DEPTH
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TEXTURE
COLOR
MOTT.
OTHER
u
c adz,- 1
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4 FEET 14 INCHES Y - :r x 1r;. TRENCH FORMATION g
5 FEET 19 INCHES IF MORE THAN ONE OUTLET ��
6 FEET 24 INCHES 1 0 J0 GALLON Jf 1• WATER ENCOUNTERED AT ELEV:
7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION WELL
T INCHES SEPTIC ` TANK ZONE
$FEE 34 t: 3/4• TO 1 1I2• INDEX
WASHED STONE SYSTEM (SAS} --z-
ADJUST
DESIGN CALCULATIONS
1
�.
NUVM OF BEINIZOM
USGS PRQBABLE'iNATER TABLE ELEV.
SEWAGE DISPOSAL SYSTEM PROFILE GARBAGE DISPOSAL UMI' NO
OBSERVED WATER TABLE { i / I - /G )ECFV. t
NOT TO SCALE BOTTOM OF TEST HOLE ELEV.
TOTAL ESTIMATED FLOW .-
( 110 CAL/8R./DAY X �' BIZ) CAL/DAY
REQUIRED SEPTIC TANK CAPACITY GAL
ACTUAL SIZE OF SEPTIC TANK,`GAL >r --
SOIL CLASSIFICATION
DESIGNPERCOLATIO!4 RATE < soI./1N.;
EFFLMT LOADING RATE T 0_74 CAL/DAY/&F.'
LEACHING AREA _ 7 SQ. FT.
lEACIlNG CAPACITY AREA X RA ,, GAL AY
RESERVE LEACHING CAPACITY GAL /DAY
NOTES:
_ WORKMANSHIP MATERIALS SHALL CONFORM TO D.E.P.
., 1 ALL K'I7 AND ATEFII r 1 ” ,
- 11ME 5 AND, THE TOWN OF /tr �'.- . -1� 1 , .Z RULES AND
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 Or
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
F 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR Yt41MN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
C BE MORTARED IN PLACE.
-10
11: ALL IIIS?J!T/�iE 'M.ATQ�d4L `SMAC]. @E .0''�D � U!° A. FOTi 5.'NO DETERMINATION HAS BEEN MADE AS TO CtI��'LLANCE W',AiTH .
�.*-1 +++ a �,F"�'° +" ',3 t rH"' .� LFA 3T . ?D :' A' + +!�!T! ! S C '.
/V-- A � .�, r�tN Cr .�, !%* i'iEcTrc�u^'�m t�.aav;r rctrtru..fi tla�� .:at f Ar r �5�.1 NT IS
---- - MATMAL AS VEC"= IN 310 CI" 1 15.2m(3}. OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
12. ` VARLAtICES TO 'iITIE 5 A. Y OUIH R :CULATIOS+^ 6. UTILITIES SHOtN ARE APPROXIMATE ONLY. EXCAVATION CONTRACTM
THAN 20' FRO J ` IS M CALL 'DIG -SAFE' AT 1-883--344-7233 AT LEAST 72 HOURS
y A. SO!L. AB TION Q LESS
�.. I
B. . AIS T1ON v U A LESS *R AN :100' Fr.O1J Yd 711�.�1�J. PRIOR TO COMMENCING1"tL7I2K ON SITE.
NO AR: 7. CONTRACTOR IS TO VERIFY GRADES AND EUXA11ONS AS V.`E L AS
C ''.
. N
D. E'X�;;T'dQ OPTIC a TA<.. LES TFlAiJ 10' FROM SITE CONDITIONS PRIOR TO 494CING WORK 0"I SITE. ANY VARIATION
<
IS TOBE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY., /
- 1 S. PARCEL IS 1N' FLOW ZONE
9. LOT IS SHOWN ON ASSESSORS MAP ASPARCEL
c; . N r"" E PUMPED AND F�cv;r�
10 EXISTING i ts', TO ,C �'
b
L
.../�\ .i wr s:' :Y •.s+,. q f. ,'." it �.�w+w,....
t 1 #r 2
V LE DO
.°
APPROVED. BOARD OF,HEALTH
HEALTH MDQT. �—
P �
/
DATE AGENT
,i
j T. A
i'
PROPOSED SEPTIC DESIGN
FOR
PROJECT LOCATION --. -,
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
` LE � ++ _ �¢, ��; +
,.
20001 SCA
REVISED JOB NO.