HomeMy WebLinkAbout142 Great Western Road Proposed Septic DesignTOP OF FOUNDATION
ELEV. - I oo-D
(ASSUMED)
4• CAST IRON PIPE
(OR
EQ AL)PrTCH MINIMUM
PER
ELEV. _ Z
LIQUID OUTLET
DEP
4
*IES
5
19 IN
M?T
4 INCH
a
34 MCICHi S
20 FT. MINIMUM FROM CELLAR
FT. MINIMUM FROM SLAB OR CRAWL SPACE
CLEAN SAND
COV�RS�
4• SCHEDULE 40 PVC PIPE
MIN. PITCH 1/0• PER FT.
0
- 96.9 t�v l
r EiEv - 9 5.3
DISTRIBUTION ELEY. &
BOX —2L04 --2L04--/
TO 1000 GALLON IF MOREE TH1ANNER ONAEE57Ea
E OUTLET
SEPTIC TANK (TO BE PLACED ON FIRM BASE)
3/4• TO 1 1 •-�
WASHED STONE
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
1
r �
/I
LOAM AND S®
HORIZ
R
2• LAYER OF
M .
M?T
1/a• TO 1/Z•
nn
!
S
WASHED STONE
XOT
_
NOT REWIRED
=
1
r
p
�C TEE
9S>
ANCHOR
010• • 7V.(7
-
HIGH CAPACITY(NN L� TORS WTM rG
11rKYgXrr' STONE
TRENCH FORMATION
SOIL ABSORPTION H WEL N 4
ZONE
SYSTEM (SAS) INDEX
ADJUST
USGS PROBABLE WATER TABLE M. -
OBSERVED WATER TABLE ( / / ) ELEV. -
BOTRIM OF TEST HOLE ELEV. -
00
i \
1
z —,
m�
T. A.
o DUMAS
71" No. i19
LEGEND:
EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR----00----
FNAL SPOT ELEVATION
FINAL CONTOUR—
SOIL TEST LOCATION
UTILITY POLE -O
TOWN WATER —W�W�•�
CATCH BASIN®�
GAS LINE
CLEAN OUT
CESSPOOL. C.P. Q
r
I
SOIL TEST
DATE OF SOIL. TEST AvG i s r
SOIL TEST DONE BY
WITNESSED BY
OBSERVATION HOLE 1 ..97.
PERCOLATION RATE. -e- -z- mm -Am S1 AT
DEPTH
HORIZ
R
COLOR
M .
9THM—
0-7
nn
!
tr�q.»r
/o
PROJECT LOCATION
/ / G `-f%�/9 i !+/�s%q'.i w.� /r D �./ i!Z M`d V'rLy,:
t
i�
/Jo WATER ENCOUNTERED AT fur
DATEiluws>- 2C , 1999
1" _ Zd ',1
DESIGN CALCULATIONS
REVISED �
'r
GARBAGE DISPOSAL UNIT
G
TOTAL 10E �/�/DDAYATw X NQ CAL/bAY
REQUIRED SEPTIC TANK CAPACITY
Nlcr9r✓rH
(o/2�
SOIL CLASSIFICATION
,sOIMt
2`�Il
L
SANn
�
(1r t xu`� �(SSX � gra •; 't�
Co9Rtr5 <
Ise
r A•v
Y
PROPOSED SEPTIC DESIGN
FOR
PROJECT LOCATION
/ / G `-f%�/9 i !+/�s%q'.i w.� /r D �./ i!Z M`d V'rLy,:
i�
/Jo WATER ENCOUNTERED AT fur
DATEiluws>- 2C , 1999
1" _ Zd ',1
DESIGN CALCULATIONS
REVISED �
'r
GARBAGE DISPOSAL UNIT
TOTAL 10E �/�/DDAYATw X NQ CAL/bAY
REQUIRED SEPTIC TANK CAPACITY
ACTUAL SIZE of SEPTIC TANK �
SOIL CLASSIFICATION
DESIGN PEIWDATK1N RATE
1'
EFFLUENT LOADING RATE
LEACHING AREA
(1r t xu`� �(SSX � gra •; 't�
'
LEACHMC CAPACITY (AREA X RAX) 3` CAL/bAY
62-G,3 Yc•7,a
RESERVE LEACHING CAPACITY CAL/bAY
NOTES:
1. ALL WORIOMANSHIP AND MAALS SHALL CONFORM 1b bEP.
TILE 5 AND THE TOWN OF 72raov
RULES. AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE '
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 8. OF FINISHED GRADE.
3. ALL COMPONENTS OF TME SANITARY SYSTEM SHALL 9E CAPABLE
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITH}M
10 FT. OF DRIVES OR PARKING AREAS. H -2b LOADING SHALL BE
USED UNDER OR WrM 10 FT: OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UMTS USED TO BRING COVERS TO CRANE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEFFR MAMAS TO COLTUANCE 7r,1THR
DEEDED OR ZONING REGULATIONS OWNER / APPLICANT 1S TO
UTUTILITIES
G. 9HAPPROMMATE ONLY. EXCAATE
VATION copmy"tiWt
IS TO CALL TIC -SAFE• AT 1-889-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENGNC WORK ON SITE .
7. CONTRACTOR IS TO VERIFY'CRADES AND.ELEVA116M AS ft A
R
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SM ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF.TW DESIGNENCINM
"1
IMMEDIATELY.
•�`
a. PARCEL IS M FLOOD 20NE �,�,
9. LOT IS SHOWN ON ASSESSORS MAO. AS PARCE3
10. EXISTING Prr '/T To BE PUMPED AND "kEMed�D
n
iy
APPROVED: BOARD OF HEAE'TH
.
DATE AGENT
r A•v
Y
PROPOSED SEPTIC DESIGN
FOR
PROJECT LOCATION
/ / G `-f%�/9 i !+/�s%q'.i w.� /r D �./ i!Z M`d V'rLy,:
SWE=ER ENGINEERING ;
235 GREAT WESTERN ROAD `
508— P. 0. 90� 713
398-3922 SOUTH DENNIS, MASS , D2660
DATEiluws>- 2C , 1999
1" _ Zd ',1
REVISED �
JOB M0.
SHEET ! OF/
LOCATION MAP
rE�nSED