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DEPTH
HORIZ
a xt
COLOR
MOTT.
OTHER.
1/8TO 1%2-
A
LOAMY SAND
SLAB`0". _ 102.00
4- CAST IRON PIPE
MA A
6'
96.00 MAX: WASHED STONE
VENT
LOAMY SAND'
10YR6/2
(OR EQUAL) MINIMUM
6-22
B
93.75 WN.
1OYR6/8
PITCH 1/4" PER FL
C
FINE SAND
_
JOB NO. 5607-01 - -
REVISED
TEE
LOCATION MAP
REVISED
SHEET 1 OF 1
FLOW UNE
E1 EY 100.00
10'
93.00 a
MIN.
`97.25
97.00 LEVEL
-91.87
ELEV
GAS ELEV.: `_9267
6' SUMP ELEV. = 9250
'. ,, o ELEV. =
BAFFLE
DISTRIBUTION �,
LIQUID
OTF7UTLET
+^-u.,.
_
BOX H�'GO �2
(H-20) )
10 HIGH CAPACITY INFILTRATORS WITH
4 FEET
14 INCHES
(TO BE PLACED ON FIRM SASE)
TO 13E WATER TESTED
STONE IN AN
- 5 FEET
6 FEET
19 INCHES
24 INCHES
n 1+ e + R( --
1 500 GALLON
- IF MORE THAN ONE OUTLET
11' X 7Y X 10' ;' TRENCH FORMATION 1007
DEPTH
HORIZ
TEXTURECOLOR
COLOR
MOTT.
OTHER.
0-2
A
LOAMY SAND
t0YR3/1
NO
2-6
E
LOAMY SAND'
10YR6/2
6-22
B
LOAMY SAND
1OYR6/8
22-132
C
FINE SAND
2.5Y7/3
JOB NO. 5607-01 - -
REVISED
._:. MIN./INUM IN ,C HORIZON
F
7 FEET 29 1NCHE
DEPTH
HORIZ
TEXTURE
COLOR
--VC-)TT.
OTHER
0-5
A
LOAMY SAND
10YR3/1
NO
5-9
E
LOAMY SAND
10YR6/1'
9-32
8
LOAMY SAND'
10YR6/8
2-120
C
FINE SAND
2.5Y7/3
JOB NO. 5607-01 - -
REVISED
8 FEET 34 INCHES SEPTIC TANK (TO BE PLACED ON FIRM BASE) SYSTEM
ABSORPTION n WELL N/A NO WATER ENCOUNTERED AT X132 ELEV. _ tit SO NO WATER ENCOUNTERED AT 190' ELEV. _X4.85
3/4' TO 1 1/2' CLEAN SYSTEM (SAS) (H-20) ZONE
DOUBLE WASHED STONE INDEX
FREE OF FINES & SILT ADJUST
SEWAGE DISPOSAL SYSTEM PROFILEUSGS PROBABLE WATER TABLE ELEV. = DESIGN CALCULATIONS
NOT TO SCALE
OBSERVED WATER TABLE ( / / ) ELEV. - NUMBER OF BEDROOMS 8 _
BOTTOM OF TEST HOLE ELEV. _ �L84._ GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
( 110 GAL/92./IDAY X _5_ E'R) X60- GAL/DAY
REQUIRED SEPTIC TANK CAPACITY. 120_ GAL
�
ACTUAL SIZE OF SEPTIC TANK 1500 GAL
LEGEND:
' SOIL CLASSIFICATION
� � ��
(�� /
EX1S11NG SPOT ELEVATION 00.0 DESIGN PERCOLATION RATE --QJ-4-5_ MIN./IN.
`(f EFFLUENT LOADING RATE GAL/DAY/S.F.-
EXISTING CONTOUR 00---- - LEACHING AREA 930.33 SO. FT.
FINAL SPOT ELEVATION 00.0 - J / (i1X72)+(8M=O/12)
FINAL CONTOUR - f r / LEACHING CAPACITY AREA X RATE
SOIL TEST LOCATION ® � _ / / LEACHING
C X ITY ( ) V'1•'� GAL/DAY
UTILITY POLE -O o 1 RESERVE LEACHING CAPACITY
TOWN WATER -W W w 8&4.44 GAL/DAY
CATCH BASIN f®j /
GAS UNE O O
f r NOTES:
CLEAN OUT G�. O/O
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
CESSPOOL C.P. Q , O i+ TITLE 5 AND THE TOWNS RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2.
r 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
\ 7 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
/- ('� �/��0/ r I 1 4. ANY ASONARUNDER OY UNITS ( USED FTO BROGIVCOVERSS OR PTOKGRA. EING R SHALL
O� O' I - �i� - -909,
O '/ 1 \� BE MORTARED IN PLACE
Y 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
(� _ 9 \ DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
/ / f / - 6.
OBTAIN
BTIUTIESS SHOWN CH ARE (NATION FROM APPROPRIATE APPROXIMATE ONLY. EXCAVATION AUTHORITY.
X 112/21 / / j / / IS TO CALL 'DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
P \ PRIOR TO COMMENCING WORK ON SITE.
X / - ✓ 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
\ N \ V I / SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
P V\ �0� 53 / Sjn1Cl� `�K IS TO BE
EEBROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
w\ Y.
\ JJ % _ 8. PARCEL IS IN FLOOD ZONE C
\" 0 N ELe11 \ 9. LOT IS SHOWN ON ASSESSORS MAP 143
G � �' i/ _ -, _ �� '4�N_ \ AS PARCEL 86-2
�n `\� 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
�•' (UVJ FOR A MINIMUM OF 5• AROUND SOIL A850RP710N SYSTEM AND BE
�J REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3).
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C:\S8 PROJ 5607-00\DWG\5607-SAS-LOTI.DWG 02007 SWEETSER ENGINEERING T
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PROPOSED SEPTIC DESIGN
FOR
ri1'ALDEN CORPORATION
PROJECT LOCATION IDTI
-31 TiALDEN VrAY, YARMOUTH
S 17=07 7 ETirG *G
235 GREAT WESTERN ROAD
508- P. O. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
DATE APR. 4, 2007
sCALE 1" - : 20'
JOB NO. 5607-01 - -
REVISED
LOCATION MAP
REVISED
SHEET 1 OF 1
C:\S8 PROJ 5607-00\DWG\5607-SAS-LOTI.DWG 02007 SWEETSER ENGINEERING T