HomeMy WebLinkAboutEngineered Plan - Rev. 2005DEPTH
HORIIZ
I
COLOR
;
`
1/8* .70,;1/2" '
0-12
28 4 CAST IRON PIPE
''
" '
NO
;' WASHED STONE
93LOO MAX.; VENT
12-30
(OR -EQUAL) _MINIMUM
-
7.5YR5/8
S e rSE i' N Gam' G
235 GREAT WESTERN ROAD
P. 0. BOX 713`;
398•-3922 SOUTH DENNIS, MASS. .02660
�
S0. 5a MIN. NOT REQUIRED
30-132
PITCH 1/4, PER FT.
MEDIUM SAND
2.5Y7/6
-
z
_
REVISED /Z
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LOAMY SAND
FLOW LINE '
LOCATION MAP
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SHEET 1 OF I.
ELEV.
1
MI
"
ELEV.
- 2 0
-•- LEVEL
- -
ELEV. �, _�8�45
ADD GAS _
ELEV.
6" SUMP ELEV.
_5
ELEV. --
BAFFLE
DISTRIBUTION
-
DER ID .. OUTLET
BOX
ELEV:LIQ
4 FEET 14 INCHES
(EXISTING)
TO BE WATER TESTED
4 GH APA !NF
�� fU C CITY /ZTRATORS WITH STONE z
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DEPTH
HORIIZ
TEXTURE
COLOR
MOTT.
OTHER
0-12
A/E
LOAMY SAND
_10YR3/2
NO
ROOTS
12-30
B
LOAMY SAND
7.5YR5/8
S e rSE i' N Gam' G
235 GREAT WESTERN ROAD
P. 0. BOX 713`;
398•-3922 SOUTH DENNIS, MASS. .02660
30-132
C
MEDIUM SAND
2.5Y7/6
72' -84 -
REVISED /Z
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LOAMY SAND
5 FEET 19 INCHES IF MORE THAN ONE OUTLET !N AN 11 .X 38 X 10 TRENCH FORMATION
6 FEET 24 INCHES 1000 GALLON NO WATER ENCOUNTERED AT 132_ ELEV.
7 FEET 29 INCHES (TO 8E PLACED ON FIRM EASE) WELL N A
SOIL �BSOI�PTION
8 FEET • - 34 INCHES SEPTIC IC TANR .
3/4" TO 1 1/2" CLEAN
SYSTEM (SAS) INDEX
DOUBLE WASHED STONE ADJUST '
FREE. OF FINES & -SILT ,.
roe Q�Lo�•�rs•tin - DESIGN CALCULATIONS
pn c USGS PROBABLE WATER TABLE: ELEV.. _ _ NUMBER OF BEDROOMS 2 DESIGN FOR 3
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / )ELEV. _ ___�_ GARBAGE DISPOSAL UNITE
NOT TO SCALE ELEV. _ TOTAL ESTIMATED FLOW
BOTTOM OF TEST HOLE ( 110 GAL./$R./DAY X 3 ER) _ �Q_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY S?$Q_ GAL
ACTUAL SIZE OF SEPTIC TANK (EXISTING) . 1000 GAL.
SOIL CLASSIFICATION..
DESIGN PERCOLATION RATE �_,5__ MIN./IN.
EFFLUENT- LOADING RATE Q,I_4_ GAL./DAY/S.F.
LEACHING AREA 474.33 SQ. FT.
- (1lx38)+(47X2XlO/12)
LEACHING CAPACITY (AREA X RATE) 351.00 GAL./DAY
474.33 X 0.74
RESERVE LEACHING CAPACITY MLQQ. GAL./DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
x 98'1 2. ALL COVERS TO SANITARY UNITS. SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE,
98.0 �. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
98.1 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.,__----- —_
n 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
X88 0 PRIOR TO COMMENCING WORK ON SITE.
ES@ Eg 0 M Eg p 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
_ JAN 2 S 2005
C$ IMMEDIATELY..
Qo 8. PARCEL IS IN FLOOD ZONE _rC
�- HEALTH DEPT.9. LOT' IS SHOWN ON ASSESSORS MAP 89._ AS PARCEL
10. EXISTING LEACH PIT IS TO BE•PUMPED AND BACKFILLED.
•i
11: PirgCo Cl 7 --1 7—e-S7—Lc3ii��sY J V,/ 43 < Z M
/ •
-A-4
99.0. �rSiJ� , p
a �J1t< � � TANYA <; lr '^. ,r .k• a DAiGI`.EAULT
1 BOARD OF HEALTH
No. 1
h 98:1 ` #1•j. ;a� f <5'�' v �/ ,.APPRO\/FD:
99.2 98.1DATE AGENT
- .
_EGEND
XISTING SPOT.
XISTING CONTC
=INAL SPOT. ELE
-INAL CONTOUR
SOIL TEST LOCA
JTILITY POLE .
17OWN WATER
;ATCH BASIN
;AS LINE
.ESSPOOL
CLEANOUT
C. S8�PR0✓ 6123-00 dw j6123-sas.D;W 02005 SWEETSER ENGINEERING
�,Re ARA Sj
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PROPOSED SE.'TIC. DESIGN
FOR
CTff 1OLS'TOP R T. MARJERISON
LOC. 11 C AS'T.
SOUTH YARMOUTH, MASS.
S e rSE i' N Gam' G
235 GREAT WESTERN ROAD
P. 0. BOX 713`;
398•-3922 SOUTH DENNIS, MASS. .02660
["o JAN 11, 2005
scAI:E 20,
REVISED /Z
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LOCATION MAP
REVISED
SHEET 1 OF I.