HomeMy WebLinkAboutEngineered Plan - 2001BMI"CMICZ
TOP OF FOUNDATION.
ELEV. = 00.00 10 FT. MINIMUM
(ASSUMED)
28"
4" CAST IRON PIPE
10"
(OR EQUAL) MINIMUM
'
PITCH 1/4" PER FT.
' ELEV. _
ELEV. _ _97.67 _
INTERIOR PIPING IS TO BE
GAS ELEV. _ _
PLUMBED TO EXIT AS SHOWN
NOT REQUIP,ED
I
ELEV. _ _9S 70_
LIQPUID
OUTLET
ELEV. =
I
4 FEET
14 INCHES
5 FEET
19 INCHES
6 FEET
24 INCHES
7 FEET
29 INCHES
8 FEET
34 INCHES
I
20 FT. MINIMUM FROM CELLAR
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
CONCRETE
COVERS'
4" SCHEDULE 40 PVC PIPE
MIN. IRITCH 1/8" PER FT.
6" MAX.
FLOW LINE
, I
10"
COLOR
2" LAYER OF
I -THIN.
i
' ELEV. _
_
- °
_96.45- LE �'L
.60 MAX. WASHED STONE
GAS ELEV. _ _
°
95_45 6" SUMP ELEV. _ _95.28
NOT REQUIP,ED
BAFFLE
DISTRIBUTION
LOAMY SAND
CONCRETE
ELEV. =
ANCHOR
95.60
BOX Q_
(TO BE PLACED
ON FIRM BASE)
TO BE WATER TESTED
1500 GALLON
IF MORE THAN ONE OUTLET
SEPTIC
TANK
(TO BE PLACED ON FIRM BASE)
I
SOIL ABSORPTION
WELL N A
3/4" TO 1 1/2" CLEAN
ZONE _
SYSTEM (SAS)
DOUBLE WASHED STONE
LOCATION MAP
ADJUST _
FREE OF FINES & SILT
SEWAGE
DISPOSAL SYSTEM PROFILE
-_-_.--
NOT TO SCALE
_6Q_
x 98.83
x 97.94
C- CLEAN SAND
HORIZ
LOAM AND SEED .
COLOR
2" LAYER OF
OTHER
1 /8": TO 1/2
A
.60 MAX. WASHED STONE
VENT
X MIN.
NOT REQUIP,ED
Z
1 CU. FT. OF
LOAMY SAND
CONCRETE
a)
ANCHOR
95.60
C
o °
' 10"° ° ELEV.
o-
= 94.27
------
4 HIGH CAPACITY INFILTRATORS WiTH
5% COBBLES
STONE IN A z
JOB N0. 5246-00
11' X 36' X 10" TRENCH FORMATION
•67
I
SOIL ABSORPTION
WELL N A
ZONE _
SYSTEM (SAS)
INDEX
LOCATION MAP
ADJUST _
USGS PROBABLE WATER TABLE ELEV. =
------
OBSERVED WATER TABLE ( / % ) ELEV. =
-_-_.--
BOTTOM OF TEST HOLE ELEV. =
_6Q_
X 98.05 \
X'98.60 X 98.05 \\
99.0 \ r Z
t
77\
4' C
10' 9.38
�M 1500 GALLON
SEPTIC TANK
0
rn
�o
N •D. BOX
SOIL
TEST
x 98.13
'___ll
99.04 x 97.79
LOT 21
14,750 -S.F.
• x 98.60
x 97.75
0 04 \
SPS
X 98 00
E
,2•�8 IR��
GR
EE
PANG
cN�P
a c c ► [D)
DEC 1 9 2091
L-LHEALTH DEPT.
LEGEND:
EXISTING SPOT ELEVATION 0010
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION 00.0
FINAL CONTOUR 00
SOIL TEST LOCATION
UTILITY POLE
TOWN WATER
CATCH BASIN
GAS LINE
CLEAN OUT C y
CESSPOOL C.P.0
SOIL TEST
DATE OF SOIL TEST OST. 31, 2001 -__-
SOIL TEST DONE BY �4YFEIEf�EN�I��F�f3Lr1G
WITNESSED BY-A._VQN HONE______
OBSERVATION HOLE 1 ELEV.=__98.60
PERCOLATION RATE ___<__2 __ MIN./INCH AT ___LZ _ INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-7
A
LOAMY SAND
10YR5/1
NO
ROOTS
7-25
B
LOAMY SAND
10YR7/6
ROOTS
25-132
C
MEDIUM SAND
10YR8/1
SCALE 1 " = 20'
5% COBBLES
NO WATER ENCOUNTERED AT __132_ ELEV.
DESIGN CALCULATIONS
NUMBER OF BEDROOMS 3
GARBAGE DISPOSAL UNIT (TO BE REMOVED) --NOL-
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY X _3 BR.) __334_ GAL./DAY ,
REQUIRED SEPTIC TANK CAPACITY GAL.
ACTUAL SIZE OF SEPTIC TANK _1500 GAL.
SOIL CLASSIFICATION ._-
DESIGN PERCOLATION RATE <_-5-_ MIN./IN.
EFFLUENT LOADING RATEQJ_f GAL./DAY/S.F.
LEACHING AREA 4_74_33 SQ. FT.
(11X36)+(47X2X10/12)
LEACHING CAPACITY (AREA X RATE) -91 QQ GAL./DAY
474.33 X 0.74
RESERVE LEACHING CAPACITY 55LQQ GAL./DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF YYA$9 9_U_R -___ 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 MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
OR--ZCNINC=-RECULA TICKS. CAINrp / Acpt (CANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY; EXCAVATION CONTRACTOR
IS TO CALL I"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 c____.
9. LOT IS SHOWN ON ASSESSORS MAP �g�__ AS PARCEL __87__.
10. EXISTING CESSPOOLS ARE TO BE PUMPED AND BACKFILLED.
Vrl � S4 4
.Za�... tSrr
' sV/ T A. �
. APPROVED: BOARD. OF HEALTH
4
DATE AGENT
C: \S8\PROJ\5246-00\DWG\5246-00,DWG
0 2001 SWEETSER ENGINEERING
GREAT WESTERN
.__4
0
0
o
0
o LOCUS
v_
Z
C G'REEG
PROPOSED SEPTIC DESIGN
FOR
MILUM BEARD
PROJECT LOCATION
LOT T n1g1 21
104 CLAPPING . GREEN CIR., S.X.
S ,° MVGLPMCRbVG
235 GREAT WESTERN ROAD
P. 0. BOX 713
508= SOUTH DENNIS, MASS.
398- 3922 02660
DATE OCT. 31, 2001
SCALE 1 " = 20'
JOB N0. 5246-00
REVISED
LOCATION MAP
REVISED
SHEET 1 OF 1
C: \S8\PROJ\5246-00\DWG\5246-00,DWG
0 2001 SWEETSER ENGINEERING