HomeMy WebLinkAbout59.199 - Proposed Septic Design (2)TOP OF FOUNDATION
ELEV.
3; 6U 4' CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4PER FT.
ELEV.. (6,6
ELEV. -
MINIMUM
FLOW
OR CRAWL
4' SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8- PER FT.
I -YIN. V n 16•c. YO'
BAFFLE ELEV. a //( �7 6' SUMP p,EV. /S %
DISTRIBUTION
BOX-/
(TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
1 500 GALLON IF MORE THAN ONE OUTLET
SEPTIC TANK (TO BE PLACED ON FIRM BASE)
3/4' TO 1 1/2'J
WASHED STONE
CLEAN SAND
2' LAYER OF
HORIZ
1/8' TO 1/2'
COLOR
WASHED STONE
OTHER
0,5
NOT REQUIRED
2
/Dyk
1 CU. FT. OF
CONCRETE
lS9 3 of
S /
ANCHOR
x axK i ? qrma EIEV.
C NIGH CAPACITY INFILTRATORS WITH
W t STONE IN AN i
tr �8>lId TRENCH FORMATION s
SOIL ABSORPTION Vl
SYSTEM (SAS)
ELEY
2
WELL Mrd 2%
ZONE -
INDEX
SOIL TEST
DATE OF SOIL TEST _T/C /9 q 9
SOIL TEST DONE BY .��r3 EA46 NCERtIJ6
WITNESSED BY K. 1JEL4N
OBSERVATION HOLE 1 ELEV-- /7'10 OBSERVATION HOLE 2 ELEV-- 71
PERCOLATION RATE 42 MIN./MCH AT 8 INCHES PERCOLATION RATE MIN./INCH AT INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0,5
SAND
/Dyk
S /
�13L
B
LvAHy
/o yk
SAA/D
7/e
q #�
3L.
C1
FIEDICOAR
roy2
'7/8
\ (L?
1
SAND
7/S
y k7?
C7-
�/NG .SAND
a.5y
1
Cz
ArND Ery
L/3
�a
3
"IoN
/o\lk
g8
G3
,,
roYi�
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rats
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WATER ENCOUNTERED AT /r // ELEV. - 7'1$
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0,5
45'q�
,'rh
S /
�1a
IS
OHy
LA
ioyiQ
SAA1D
7/G
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235 GREAT WESTERN ROAD
50$- P. O. BOX 713 ,
,atD/COAZZ
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OF M�Ss
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Nd WATER ENCOUNTERED AT /32 " ELEV, - G.eo
ADJUST ? .K LEGEND: DESIGN CALCULATIONS,/
USGS PROBABLE WATER TABLE a Q EXISTING SPOT ELEVATION 00■0 NUMBER OF BEDROOMS
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( T/10f9q) ELEV. a EXISTING CONTOUR ----00---- GARBAGE ESTIMDISPOATED
AL UNIT _�
NOT TO SCALE BOTTOM OF TEST HOdLLEE ELEV.y FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW
FINAL CONTOUR ( 110'CAL./BR./DAY X . BR.) "/ D GAL/DAY .'
SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY R O GAL
UTILITY POLE -O- ACTUAL SIZE OF SEPTIC TANK 1500 'CAL 5
TOWN WATER �W-mp-- Wim• SOIL CI ASSIFICATI01t J� - -'
f \ DESIGN PERCOLATION RATE < 5 MM.JN.
CATCH BASIN f0
GAS LINE G\ / EFFLUENT LOADING RATE CAL/DAY/S.F.,
F.
SCL FT.
LEAN OUT C �--� rl Hll85 " xrn?iL� 6�.3
CESSPOOL GP. Q cHn NG CAPACITY AREA X RATE) llt�3 1 GAL/DAY
lzG.3 x oW-r f�
RESERVE LEACHING CAPACITY 1 G Y GALAAY
/,t NOTES:
\
Aloft
_ 1. ALL WORKMANSHIP AND MATERIALS SHALLTO D. Fp.
�
3 _ TITLE 5 AND THE TOWN OF. .%1P9 orl-f RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL Or SEWAGE. .
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHWN 60 OF FINISHED GRADE.
COMPONENTS SANITARY- SYSTEM SHALL BE CAPABLE Or
Qw 3. All
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING UREAS. H-20 LOADING SHALL BE
/7
USED UNDER OR WITHIN `1O FL OF.DRIVES OR PARKING AREAS.
✓/ i / 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
10• ALL UNSUITAME MATERIAL SHALL K RIEMOM FROM UNDO AM FOR BE MORTARED IN PLACE.
_<. A IA'"e"U1UL! OF 5' AROUND TILE 1FACHING FACILITY AND BE REPtJ�CED 5. N0 iOETERMINATION HAS BEEN MADE AS TO COlAPICANCE iY1T}i
\ _ Gay, \ ; DEEDED OR ZONING REGULATIONS. OWNER "APPLICANT IS TO
/\;c W.Mi 1LRTx"P'„AL AS 1 F! Z70 C#L�d tti2�'Je( OPTAN SUCH DCYERM".NATION FROM APPROPRIATE AUTHORITY.
_\ % y rl. TaIaG%��*/'✓" /3r NF9 C..uso�n+a' E 6. UTtIJT1ES SH01NJ ARE APPROXIMATE ONLY. EXCAVATION CONTRACTOR - .-
> IS TO CALL 'DIG -SAFE' AT 11-8158-3"-7233
AT LEAST 72 HOURS
t° t� PRIOR TO COMMENCING WORK ON SITE
L l ! O W I�, ` 7, CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELT. 'AS
IY 1 \ SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE 'ANY VARIATION
IS TO 9E BROUGHT TO THE ATIEN110N OF THE DESIGN ENCINEER
p S.
• y �s �S ..
IMMEDIATELY.
PARCEL IS IN FLOOD ZONE
9. LOT IS SHOWN ON ASSESSORS -MAP _{' AS PARCEL .
� �• t .,
ta
APPROVED: BOARD OF HEALTH .
DATE AGENT
PROPOSED SEPTIC DESIGN
Jr
FOR
r
SHWETSER ENGINEERING
q #�
235 GREAT WESTERN ROAD
50$- P. O. BOX 713 ,
OF M�Ss
C
P
SOUTH' DENNIS. MASS.
398-3922 02660
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DATE FEB as, 200o
SCALE �» _ o.
DUMAS
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J
No. 619
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,I08 N0.
:x/73 �00
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REVISED � 81u� -
SHEET
LOCATION MAP
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02000 SWEETSER ENGINEERING
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