HomeMy WebLinkAbout291 Highbank Road Proposed Septic DesignFLOW LINE `�-----'
ELEV - I 10•
--fMIN. p0' T
1�{ ELEV. - %7l BAFFLE
ELEV - l 1 6' SU P ELEV.LEVEL- gg f
DISTRIBUTION E -
UOUID OUTLET BoxDEPTH TEE
4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
5 FEET 19 INCHES IF MORE THAN ONE OUTLET
6 FEET 24 INCHES 1500 GALLON (TO e_
8 FFEEEETT S4 INCHES
SEPTIC TANK ` ` PLACED ON FIRM BASE)
3/4' TO 1 1/2'J
(6fy \ WASHED STONE
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE `
YER OF
HORIZ
TO 1/2 -
TOP OF FOUNDATION
20 FT. MINIMUM FROM CELLAR
6 HIGH CAPACITY INFILTRATORS WITH
STONE IN AN
ELEV. n i 5
10 FT, MINIMUM
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
CLEAN SAND
tI i43yIo- TRENCH FORMATION
AY'
CONCRETE
4' SCHEDULE 40 PVC PIPE �
LOAM AND SEED
TeZ
CONCRETE
SYSTEM (SAS)
INDEX
ANCHOR
MIN. PITCH 1/8PER FT.
2-
OBSERVED WATER TABLE ( / / ) ELEV. -
N 7A
BOTTOM OF TEST HOLE ELEV. -
;COVERS
e nv
WA
SAND
AY
4' CAST IRON PIPE
SAND
C
SI A D
PIITCHQ1/4L�
1, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.
.
20'1 tZ
MEDIUM
PERMINI FTM
116
fF
FLOW LINE `�-----'
ELEV - I 10•
--fMIN. p0' T
1�{ ELEV. - %7l BAFFLE
ELEV - l 1 6' SU P ELEV.LEVEL- gg f
DISTRIBUTION E -
UOUID OUTLET BoxDEPTH TEE
4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
5 FEET 19 INCHES IF MORE THAN ONE OUTLET
6 FEET 24 INCHES 1500 GALLON (TO e_
8 FFEEEETT S4 INCHES
SEPTIC TANK ` ` PLACED ON FIRM BASE)
3/4' TO 1 1/2'J
(6fy \ WASHED STONE
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE `
YER OF
HORIZ
TO 1/2 -
ELE10-
ED STONE
6 HIGH CAPACITY INFILTRATORS WITH
STONE IN AN
0-10
O/A
LOAMY
NOTTREQUIRED
tI i43yIo- TRENCH FORMATION
AY'
i CU. FT. OF
SOIL ABSORPTION �,
TeZ
CONCRETE
SYSTEM (SAS)
INDEX
ANCHOR
• e
HORIZ
•
ELE10-
u
v. -
6 HIGH CAPACITY INFILTRATORS WITH
STONE IN AN
0-10
O/A
LOAMY
toykV
tI i43yIo- TRENCH FORMATION
AY'
"O " A
SOIL ABSORPTION �,
SAND
ZONE
SYSTEM (SAS)
INDEX
10-29
ADJUST
N A
-
USGS PROBABLE WATER TABLE ELEV. -
OBSERVED WATER TABLE ( / / ) ELEV. -
N 7A
BOTTOM OF TEST HOLE ELEV. -
rDYh��
G
1'2,,- lv4�> it -
SOIL TEST
DATE OF SOIL TEST .tULY 14. 1997
SOIL TEST DONE BY SWEETSER ENGINEFFNG
WITNESSED BY AMY VON HONE
OBSERVATION HOLE 1 ELEV.- ���" OBSERVATION HOLE 2 ELEV.-
PERCOLATION RATE < 2 MIN.ANCH AT _7 INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-10
O/A
LOAMY
toykV
toV2�/
AY'
REWIRED SEPTIC TANK CAPACITY GAL
SAND
SANDLOAMY
PROJECT LOCATION LOT y
til HIGHBANK RD., YARMO
10-29
B
LOAMY
r°Y/--�g
B
rDYh��
SAND
AY
67G•3no.-�/
SAND
C
SI A D
to
6/
1, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.
.
20'1 tZ
MEDIUM
1p
3
fF
o-
NO WATER ENCOUNTERED AT i Z2" ELEV. - 9 /' S
LEGEND:
EXISTING SPOT ELEVATION 00„0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION
FINAL CONTOUR
SOIL TEST LOCATION
UTILITY POLE -0-
TOWN WATER —W-�W
CATCH BASIN (J
GAS LINE C
CLEAN OUT --��
CESSPOOL C.P. 0
�f� t T A.
Dur,+AG
.
I
DEPTH
HORIZI
TEXTURE
COLOR
MOTT.
OTHER
GARBAGE DISPOSAL UNIT
D -I 2
p / A
LOAMY
toV2�/
AY'
REWIRED SEPTIC TANK CAPACITY GAL
ACTUAL SIZE OF SEPTIC TANK 1500 GAL
SANDLOAMY
PROJECT LOCATION LOT y
til HIGHBANK RD., YARMO
DESIGN PERCOLATION RATE < MIN./i11.
Iz 3�
B
rDYh��
LEACHING CAPACITY (AREA X RATE)' GAL
AY
67G•3no.-�/
SAND
AY
NOTES:
/t_-0Ti
1, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.
.
C
MEDIUM
1p
fF
o-
3� !w
SAND
BLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR
THIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHAL.
NO WATER ENCOUNTERED AT rZQ ' ELEV. -
DESIGN CALCULATIONS
V .
NUMBER OF BEDROOMS
W
?
a
Z
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY X BR.) GAL
AY'
REWIRED SEPTIC TANK CAPACITY GAL
ACTUAL SIZE OF SEPTIC TANK 1500 GAL
SOIL CLASSIFICATION
PROJECT LOCATION LOT y
til HIGHBANK RD., YARMO
DESIGN PERCOLATION RATE < MIN./i11.
EFFLUENT LOADING RATE 0.74 GAL/DAY/SF.
LEACHING A A T S0.
IIY4y)),gu'�x
7
LEACHING CAPACITY (AREA X RATE)' GAL
AY
67G•3no.-�/
RESERVE LEACHING CAPACITY GAL
AY
NOTES:
1, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.
.
TITLE 5 AND THE TOWN OF YARMOUTH 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 CAP
BLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR
THIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHAL.
BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SIALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE P1
RE\"D
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS T
OBTAIN SUCH DETERM,'NATION FROM APPROPRIATE AUTHom
.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CON
ACTOR
IS TO CALL •DIC -SAFE' AT 1--800-322-4844 AT LEAST 72
HOURS
PRIOR TO COMMENCING WORK ON SITE
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WEI
AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE.
8. PARCEL IS IN FLOOD ZONE C.
9. LOT IS SHOWN ON ASSESSORS MAP 21 AS PARCEL
APPROVED: BOARD OF HEAL
DATE AGENT
r
W
?
a
Z
LOCUS
�,
a
SOPS
N\cx�eP1'K
PROPOSED SEPTIC DESIG
FOR
Jv
PROJECT LOCATION LOT y
til HIGHBANK RD., YARMO
TH
SHT ETSER WESTERNROADNG
508— P. 0. BOX 713
398-3922 SOUTH DENNIS. MASS. 0
660
DATEM�r1 ,lL 3, zola r
SCALE 1 ^ = 20'
REVISED
JOB N0. 133$-0y
LOCATION MAP
RE\"D
SHEET 1 OF
r