HomeMy WebLinkAboutEngineered Plan - Rev. 2001.a
=CMIARK
TOP OF FOUNDATION
ELEV. _ 100.00
(ASSUMED).
2.90
RAISE PIPING
(IF NECESSARY)
5
6
7
-r--
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-8
Ap
LOAMY SAND
10YR2/2
NO
20 FT. MINIMUM FROM CELLAR
I'
8
10 FT. MINIMUM
10 FT. MINIMUM FROM SLAB
OR CRAWL SPACE
CLEAN .SAND
30-112
Cl
CONCRETE
2.5Y6/3
4" SCHEDULE 40 PVC PIPE
LOAM AND SEEP)
LOCATION MAP
REVISE° -
MIN. PITCH 1/8" PER FT.
C 21 LAYER OF
1/8" TO 1/2"
6 MA
WISHED STONE
99'73 MAX'
4" CAST IRON PIPE
97.48 SIN.
NOTREQUIRED
OR
Q1/4")
PITCH EIRI FTM
1 CU. FT. OF
�
CONCRETE
ANCHOR
FLOW LINE
98.73
ELEV. _ 97.IQ
10"
MIN.
o00 0 =
ELEV.
= 98.55
LEVEL
o
�� 0 10 ELEV.
- 95.40
-
ELEV. _ _��.$4_
GAS ELEV. _ _ $.6,.' 0 6" SUMP ELEV.
-----
BAFFLE
DISTRIBUTION
OUTLET
ELEV.
v _
BOX
4 HIGH CAPACITY INFILINA IU S WITH
ON IN AN
TEE
'T 14 INCHES(
TO BE PLACED ON FIRM BASE)
-
TO BE WATER TESTED.00
Z
11 X34 X 10 TRENCH FORMATION
24 INCHES 1500
GALLON
IF MORE THAN ONE OUTLET
�'
`T
:T 29 INCHES
(TO BE PLACED ON FIRM BASE)
SOIL ABSORPTION
WELL M1 W 29
:T - 34 INCHES
SEPTIC TANK3/4J
" TO 1 1/2" CLEAN
41
SYSTEM (SAS)
INDEX 7.6
DOUBLE WASHED STONE
J ?
ADJUST 1.3
FREE OF FINES & SILT
DISPOSAL
SYSTEM PROFILE
BLESEWAGE.
OBSERVEDGWATERBTABLE (7/1R1)2001) ELEV. =
NOT TO
SCALE
BOTTOM OF TEST HOLE ELEV. _l.ZZ_
LEGEND:
EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR----00----
FINAL .SPOT ELEVATION 0.
FINAL CONTOUR
SOIL TEST LOCATION
UTILITY POLE -0-
TOWN WATER =W -W -
CATCH BASIN 1%
GAS LINE C
CLEAN OUT
CESSPOOL C.P.0
a E C 1 3 2001
` REAM `-,
i
i
SOIL TEST
DATE OF SOIL TEST JULY 11. 209 -1 ---
SOIL TEST DONE BY Sff.EISER fN_Q1NEE&I&G
WITNESSED BY A. VON H0NE
OBSERVATION HOLE 1 ELEV.- 98.10
PERCOLATION RATE < 2 MIN./INCH AT _. 36 __ INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-8
Ap
LOAMY SAND
10YR2/2
NO
8-30
8
LOAMY SAND
1OYR5/8
scALE 1 " = 20'
30-112
Cl
MEDIUM SAND
2.5Y6/3
WATER ENCOUNTERED AT 108" ELEV. = __82.]!2-
DESIGN CALCULATIONS
NUMBER OF BEDROOMS _ 3
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY X 3 BR.) --N0_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY _5..80_ GAL.
ACTUAL SIZE OF SEPTIC TANK -L� GAL.
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE5_$__ MIN./IN.
EFFLUENT LOADING RATE Q.Z4_ GAL./DAY/S.F.
LEACHING AREA 449-00 SQ. FT.
(11X34)+(45X2X10/12)
LEACHING CAPACITY (AREA X RATE) x.2.6 GAL./DAY
449.00 X 0.74
RESERVE LEACHING CAPACITY NONE GAL./DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF __YARMDUB ____ 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 OF
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 MASONARY 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 WORK 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.- E)
9. LOT IS SHOWN ON ASSESSORS MAP __3 _ AS PARCEL 132
10. EXISTING CESSPOOLS ARE -TO BE PUMPED AND REMOVED.
11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3). 12. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS:
�>� \ A. SOIL ABSORPTION SYSTEM LESS THAN 10' FROM LOT LINE.
7. A. T B. NO RESERVE AREA.
v DUMAS
No 619P� APPROVED: BOARD OF HEALTH
0
°
ITAR��N
/,7 d�
DATE74; AGENT
0 2001 SWEETSER ENGINEERING
0 MP�N
OJ
WILLOW
Z
:DZ
LOCUS _
C
BRA
ALDE
PROPOSED SEPTIC DESIGN
FOR
DONALD THOMAS
PROJECT LOCATION TOT 246 6
LOT `t'
54 CEDAR STREET, YARMOUTH
y
SY MMR �.� UD jd G
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
DATEJULY 13, 2001
scALE 1 " = 20'
REV. DEC. 10, 2001
JOB NO. 5165-00
LOCATION MAP
REVISE° -
FsHEET 1 O _j
0 2001 SWEETSER ENGINEERING