83-1058 - Site PlanTOP OF FOUND.
EL.= 98 7 10 FT. MIN.
L
4+
4' CAST IR N PIPE
(OR EQUAL, MIN.
PITCH 1/4 PER FT.
EL= Y�3
0
EL =
20 FT. MIN.
CONCRETE
COVERS
FLOW LINE
/000 GALLON
SEPTIC TANK
4" SCH. 40 PYC PIPE
MIN. PITCH 1/8' PER FT
EL=
EL= %z
DIST.
BOX
�b®t
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
Z/ �_-
SAND
CONCRETE
COVERS
SOIL TEST
DATE OF SOIL TEST
WITNESSED BY /-;• /rlltroi�
PERCOLATION RATE z MIN. INCH
OBSERVATION HOLE I OBSERVATION HOLE 2
2" LAYER OF ELEV. e 98I ELEV.z
1/8°-1/2" WASHED o °
STONE
DATE
AGENT
BOTTOM AREA / 0 GAL/S.F
` ('
I�E'>k��c"P� C
c�
=,
t
J'
PROJECT LOCATION,
f/CAC�(.l.??-eT¢i //c�✓�� fin/, <i:�r--rr:✓: �
LEACHING CAPACITY ( BOTTOM+ SIDEWALL) GAL.
EL.=
EI -
f
LEGEND
D
/� G %/ //^WATER I uu
8 3
RESERVE LEACHING CAPACITY GAL.
• o a
qI
w
EXISTING CONTOUR----00----
DATES n
WATER AT
EL.= e� AT EL.=
®
NOTES;
o
REV.
Z
SOIL TEST LOCATION
TITLE b AND THE TOWN OF RULES AND
UTILITY POLE
3/4"- 11/2"
a oo°
JOB No.o7/0- 2
p o
##
r."p
WASHED STONE'
' 0 0 °
o °° •
DESIGN CALCULATIONS
OF WITHSTANDING H- 10 LOADING UNLESS THEY ARE UNDER OR
w
o
„- 8�3
� v EL.-
d
_
l)
3 ccrf
PRECAST LEACWNG
:f C3
S. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE
NUMBER OF BEDROOMS
T
BASIN OR EQUIV,
6. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
GARBAGE DISPOSAL UNIT
2' 6' OIAM.
2'
TOTAL ESTIMATED FLOW
APPROVED: BOARD OF HEALTH
4
( 110 GAL./BR./DAY x .% BR.)
3-70 GAL./OAY
REQUIRED SEPTIC TANK CAPACITY
`; 51 S GAL.
ACTUAL SIZE OF SEPTIC TANK
GAL.
BOTTOM OF TEST HOLE
OR USGS PROBABLE
WATER TABLE EL.- f/ 3
LEACHING AREA REQUIREMENTS
OBSERVED WATER TABLE
( / / ) EL.=
SIDEWALL AREA { t,AL./S.F.
DATE
AGENT
BOTTOM AREA / 0 GAL/S.F
` ('
I�E'>k��c"P� C
c�
=,
t
J'
PROJECT LOCATION,
f/CAC�(.l.??-eT¢i //c�✓�� fin/, <i:�r--rr:✓: �
LEACHING CAPACITY ( BOTTOM+ SIDEWALL) GAL.
f
LEGEND
ROB/1V W. WILCOX
PROFESSIONAL LAND SURVEYOR
203 SETUCKET ROAD
385-6478 SOUTH DENNIS, MASS. 02660
RESERVE LEACHING CAPACITY GAL.
EXISTING SPOT ELEVATION OOxO
j � _ ?�
SCALE e
EXISTING CONTOUR----00----
DATES n
FINAL SPOT ELEVATION
®
NOTES;
FINAL CONTOUR
REV.
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.Q.E.
SOIL TEST LOCATION
TITLE b AND THE TOWN OF RULES AND
UTILITY POLE
PEGU ATIONS FOA THE SUlSUPFACE DISPOSAL OF SEWAGE.
JOB No.o7/0- 2
L... e
##
r."p
EXIS I iNG k1r) FINAL "ADES SMALL RE''APJ ESSEN T iALLY THr, V'.'E,
4. 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
MIN. FRONT SETBACK
_
l)
SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING.
MIN, REAR SETBACK
:f C3
S. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE
MIN. SIDE SETBACK
SHALL BE MORTARED IN PLACE.
6. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
APPROVED: BOARD OF HEALTH
DATE
AGENT
I�E'>k��c"P� C
c�
=,
t
J'
PROJECT LOCATION,
f/CAC�(.l.??-eT¢i //c�✓�� fin/, <i:�r--rr:✓: �
APPLICANT: i
�T,
ROB/1V W. WILCOX
PROFESSIONAL LAND SURVEYOR
203 SETUCKET ROAD
385-6478 SOUTH DENNIS, MASS. 02660
j � _ ?�
SCALE e
DATES n
REV.
REV
SHEET ! OF I
LOCATION MAP
JOB No.o7/0- 2