Decision 2804 - Site PlanTOP OF FOUND.
EL. = ''
20 FT. MIN.
10 FT.
CONCRETE
COVERS
4 CAST IRPN PIPE 12
(OR EQUAL, MIN.
PITCH 1/4 PER FT.
97r; u � N
EL' MIN. �-
EL
1
O 7r GALLON
SEPTIC TANK
4" SCH. 40 PVC PIPE
MIN. PITCH 1/8' PER FT
CONCRETE
COVERS
EL.=
LEVEL
EL: 9S � 2
EL. = % 5: i
DIST. EL= gve
BOX
3/4'- I I/2 °
WASHED sroNE �o a• DESIGN CALCULATIONS
!?"Yg a o EL.=
PRECAST LEACHING NUMBER OF BEDROOMS T
BASIN OR EQUIV. GARBAGE DISPOSAL UNIT T
O 6 OIAM. TOTAL ESTIMATED FLOW
( //G GAL /BR /DAY x tT BR)
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
i
,
c
�l 1 ,
� L
/ ^ REQUIRED SEPTIC TANK CAPACITY GAL.
ACTUAL SIZE OF SEPTIC TANK G< GAL.
BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE EL= L L LEACHING AREA REQUIREMENTS
OBSERVED WATER TABLE ( / / ) EL.= SIDEWALL AREA GAL./S.F.
BOTTOM AREA / <_ GAL./S.F
EACHING CAPACITY ( 80TTOMt SIDEWALL) f?4'3. GAL.
SOIL
TEST
LEGEND'
J
%
DATE OF SOIL
TEST j `''! y
I SANG
MIN. SIDE SETBACK
WITNESSED BY
fi"", ✓> / +=^
FINAL CONTOUR
PERCOLATION RATE MIN. INCH
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO O.E.P.
SOIL TEST LOCATION
OBSERVATION HOLE I
OBSERVATION HOLE 2
-'rEGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2" LAYER OF
ELEV.= %�'
ELEV.=
WITHIN 12” OF FINISHED GRADE.
/8��- !7 WASHED
3• EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME.
4. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE
STONE
OF WITHSTANDING H- 10 LOADING UNLESS THEY ARE UNDER OR
WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING
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ir�i���l LII
REV.
LOCATION MAP
Joe No.O <i J
SHEET' OF
x
o
S
_
WATER AT ! f' EL- f�
WATER AT EL.=
Z
WASHED sroNE �o a• DESIGN CALCULATIONS
!?"Yg a o EL.=
PRECAST LEACHING NUMBER OF BEDROOMS T
BASIN OR EQUIV. GARBAGE DISPOSAL UNIT T
O 6 OIAM. TOTAL ESTIMATED FLOW
( //G GAL /BR /DAY x tT BR)
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
i
,
c
�l 1 ,
� L
/ ^ REQUIRED SEPTIC TANK CAPACITY GAL.
ACTUAL SIZE OF SEPTIC TANK G< GAL.
BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE EL= L L LEACHING AREA REQUIREMENTS
OBSERVED WATER TABLE ( / / ) EL.= SIDEWALL AREA GAL./S.F.
BOTTOM AREA / <_ GAL./S.F
FA •H :� r4�4�C i
T. A
DATE AGENT
EACHING CAPACITY ( 80TTOMt SIDEWALL) f?4'3. GAL.
3U
(s.1/x 6rhxl.��,./Zy..zluccX�,-v
LEGEND'
J
%
EXISTING SPOT ELEVATION OOxo
RESERVE LEACHING CAPACITY %�� "' GAL
EXISTING CONTOUR----00----
MIN. SIDE SETBACK
FINAL SPOT ELEVATION ®
NOTES:
FINAL CONTOUR
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO O.E.P.
SOIL TEST LOCATION
TITLE 5 AND THE TOWN OF RULES AND
UTILITY POLE -0-
-'rEGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
TOWN WATER = W=„=W
CATCH BASIN ® )
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
�i
WITHIN 12” OF FINISHED GRADE.
fiiL�j: �I(R.jr�)<-ISL
3• EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME.
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
FA •H :� r4�4�C i
T. A
DATE AGENT
MIN. FRONT SETBACK
3U
SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING.
MIN. REAR SETBACK?
oT—
5. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE
MIN. SIDE SETBACK
/ S
SHALL BE MORTARED IN PLACE.
p
6. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
7.
ct-5:sPo To
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO
fiiL�j: �I(R.jr�)<-ISL
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
-
APPROVED: BOARD OF HEALTH
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ir�i���l LII
REV.
FA •H :� r4�4�C i
T. A
DATE AGENT
,o
�7
J �1
�4
!• , "/
PROJECT LOCATION,
l _
/� s�t�- /
APPLICANT,
ROB/1v W. WILCOX
PROFESSIONAL LAND SURVEYOR
203 SETUCKET ROAD
385-6478 SOUTH DENNIS, MASS. 02660
SCALES
REV.
REV.
LOCATION MAP
Joe No.O <i J
SHEET' OF