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- TOP OF FOUNDATION,
ELEV 103.80 10 FT, MINIMUM
LEGEND: DESIGN CALCULATIONS
EXISTING '`SPOT ELEVATION *0.0 NUMBER OF BEDROOMS 3
EXISTING CONTOUR -- 00---- GARBAGE DISPOSAL UNIT NO
FINAL SPOT ELEVATION Fi07O " TOTAL ESTIMATED FLOW
FINAL CONTOUR 00 ( 110 GAL_/8P_/DAY X 3 BR.) �i0_' GAL./DAY
SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY X50_ GAL. 5.00 4' CAST IRON PIPE
�' ACTUAL SIZE OF SEPTIC TANK: 1504 GAL. (OR EQUAL MINIMUM
UTILITY POLE SOIL CLASSIFICATION I PITCH 1/4 PER FT.
TOWN WATER =WSW
\ DESIGN PERCOLATION RATE «' _-MIN./IN.
CATCH BASIN \Of EFFLUENT LOADING RATE -.0N7- GAL./DAY/S. F.
GAS LINE C �G - LEACHING AREA 474._3 SQ. FT.
CESSPOOL \•J (11X36)t(47X2X10/12) ELEV.
CLEANOUT - -✓ C•0• LEACHING CAPACITY (AREA X RATE) . •�t'1,44 GAL./DAY
474.33 X 0.74
RESERVE LEACHING CAPACITY' GAL./DAY ELEV.
LIQUID OUTLET
4 FEET. 14 INCHES
5 FEET 19 INCHES
6 FEET 24 INCHES
7 FEET 29 INCHES
8 FEET 34 INCHES
• 101.5 \ VINEYA �R6 EASEMENT -; N 87.7
X101 `vAPc ASD 156 WDA �� `- _ - J/ • 85.8
" 90
50
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00.8 96.4
\\\ 87.0 /
101.0
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DEPTH
HOPIZ
TEXTURE
COLOR
20 FT.. MINIMUM FROM CELLAR tK
OTHER
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
A/E
CLEAN SAND 19 II19 28 tiIi . 31
10YR4/1
CONCRETE
COVERS INSPECTION PORT
ROOTS
4' SCHEDULE 40 PVC PIPE LOAM AND SEED RE",L
B
MIN. PITCH 1/8" PER FT. �1/i_LJ
10YR8/6
2' LAYER OF ,
ROOTS
1/8' TO 1/2'
C
6 MAX- e9.30 MAX.WASHED STONE
10YR7/6 .
87.05 MM. OTTREQUIRED
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TEE
f
FLOW LINE 86.30 Q
I
10"
_TMIN.
LEV. _ 977Y00
LEVEL° £-g 84.97
LoCATIOUT X219 12 •GORDON LN. ".
j�jYARMOUTHF'ORT,
_' °10•� ELEV.
GAS EIEV. 8597_ b' SUMP EIEV.L=
_E5.60
BAFFLE DISTRIBUTION
rn
EA o AMY UNE
V ELEV. = 4 HIGH CAPACITY INFILTRATORS WITH
BOX
I HA
.�0- STONE IN AN
TO BE PLACED ON FIRM BASE) TO BE WATER TESTED . `
l3ul
•17
1500 'GALLON IF MORE THAN ONE OUTLET 11 X 36 :X 10 .. TRENCH FORMATION
SEPTIC TANK (TO BE PLACED ON FIRM BASE) SOILABSO`[P 1ON � WELL NA
3/4' TO 1 1/2" CLEAN�x ZONE
S t S 1 EM SAS, INDEX
DOUBLE WASHED STONE _ ADJUST
FREE OF FINES k SILT
SEWAGE DISPOSAL SYSTEM t� IE USGS PROBABLE WATER TABLE ELEV. '=
YSTEM PROFF L
0
OBSERVED WATER TABLE ( / / ) ELEV. _
NOT TO SCALE 'BOTTOM OF TEST HOLE ELEV. - 1$$0,'
SOIL TEST NOTES:
DATE OF SOIL TEST JULY 24y 2003 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO O.E.P.
`
SOIL TEST DONE BY SWWEETSER EENGN ERING TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
WITNESSED BY, A VQN HON£ THE SUBSURFACE DISPOSAL OF SEWAGE. ,
DATE
JULY25..QO3
O3S�3VA11ON HOLE 1 ELEV.- 89.80 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO"
W'c ROCK ROAD LC"T"
WITHIN 6' OF T'INISHED GRADE.
PERCOLATION RATE �_2 MIN./TNCH AT `66 INCHES 3.'ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
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DEPTH
HOPIZ
TEXTURE
COLOR
MOTT.
OTHER
0-9
A/E
LOAMY SAND
10YR4/1
NO
ROOTS
9-33
B
LOAMY SAND
10YR8/6
33-12C
ROOTS
33-12
C
MEDIUM SAND
10YR7/6 .
Rai-
eA
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 MASONRY UNITS USED 'TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE: AS To COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL 'DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WOPK 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.
8. PARCEL IS IN. FLOOD ZONE C
9. LOT IS SHOWN ON .ASSESSORS MAP -114 AS PARCEL 91
10. ALL UNSUITABLE MATERIAL SHALL BE. REMOVED FROM UNDER AND FOR
NO W"A :c? ENCOt1N-_RED AT '2^" E=V- _ -Lm A M N: kr-"ll OF 5 AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED -
+
O�VA1i0N HOLE 2 ': + SAND AS SPECIFIED IN 310 CMR 15.255: (3).
EL`n•.= ee e�
PE=C?_A'"ON RA7-L ! 2 VN./NcH, IN C
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C-12
+ A.
LOAVY SAND
10Y?4/1
NO
POC -S
12-23
B
LOAMY SAND
t0Y07/4
FOR,
PCC'S
33-12C
C
MEDIUM SAND
2.5Y7/4
KAREN CAPPELLuccl
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APPROVED: BOARD OF HEALTH
NO WATER ENCOUNTERED AT - 120' Ems•. 70 v-
DATE iAGENT`
C.
PROPOSED SEPTIC -DESIGN,
FOR,
`
I
KAREN CAPPELLuccl
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LoCATIOUT X219 12 •GORDON LN. ".
j�jYARMOUTHF'ORT,
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17Et'R'Gi1�lERIl�G
a Of
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235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
DATE
JULY25..QO3
SCALE = 2O'
W'c ROCK ROAD LC"T"
REVISED
JOB NO. , 573/1 00 '
LOCA TION M AP
,
` REVISED
ESH EET " 1 Oi 1:
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