HomeMy WebLinkAboutApp# 4922TOP' OF FOUNDATION
HORIZ
20 FT. MINIMUM FROM CELLAR
COLOR
MOTT.
I1V.0
10 FT. MINIMUM
10 FT. MINIMUM FROM SLAB
OR CRAWL SPACE
( 110 GAL/BR./DAY X _ SR.) GAL/DAY
SOIL TEST LOCATION 09
pFy,
0—%
0/A
TOWN WATER —W
CLEAN SAND
CATCH BASIN(! j
DESIGN PERCOLATION RATE Ste_ MIN./IN.
GAS UNE --Q'
CONCR�
COVER
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4• SCHEDULE 40 PVC PIPE
LOAM AND SEED
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NOTES:
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MIN. PITCH 1/8• PER FT.
20 U.YER OF
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
REUSED
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
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1STONE
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WASHED
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LOCATION MAP i
4• CAST IRON PIPE
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7b'7,0
NOT REQUIRED
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(OR EQUAL MINIMUM
_
PITCH 1 /4 PER FT.
1 CU. FT. OF
\
CONCRETE
FLOW LINE
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ANCHOR
ELEV. - (10-0
U 10-
MIN.
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.
b I 10- •
Loy;
ELEV.: 07 5
LCL
GAF S ELEV - l7 6.9 8• SU ELLV,
Gc- 1 ELEv
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-
-
B
DISTRIBUTION
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LI ID
OUTLET
..''
BOX �/0E 10
4 HIGH CAPACITY INNLLATORS PATH
570NE
4
14 INCHES
(Tb BE PLACED ON FIR IA BASE)
TO BE WATER TESTED
1 t X 4�ylo/ TRENCH FORMA?lON
19 INCH 5
1500 GALLON
IF MORE THAN ONE OUTLET
1
9 IN�CH S
INCHIS
SEPTIC TANK
(TO BE PLACED ON FIRM BASE)
SOIL ABSORPTION >,
WELL
3/40 Ta 1 1/2•
SYSTEM (SAS)
INDEX
WASHED STONE
ADJUST
SEWAGE DISPOSAL
SYSTEM PROFILE
oesER� � � (w"jR ) �:
NOT TO
SCALE
��'` BOTTOM OF TEST N:X-- ELEV. -
SOIL TEST
DATE OF SOIL TEST
SOIL TEST DONE BY S1E.R ENGINEERING
WITNESSED BY S M Vic POW Y
OBSERVATION HOLE 1 ELEV.- f wZ OBSERVATION HOLE 2 ELEV.—If)-77
PERCOLATION RATE Z MIN./INCH PERCOLATION RATE i Z MIN./INCH AT /op INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
tet.
r /vc P
FINAL CONTOUR
( 110 GAL/BR./DAY X _ SR.) GAL/DAY
SOIL TEST LOCATION 09
7=1
REQUIRED SEPTIC TANK CAPACITY GAL
0—%
0/A
TOWN WATER —W
SOIL CLASSIFICATION
CATCH BASIN(! j
DESIGN PERCOLATION RATE Ste_ MIN./IN.
GAS UNE --Q'
UFLUE14T LOADING RATE 0.74 GAL/DAY/S.F.
�cr SQ FT.
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NOTES:
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fr.
r
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
REUSED
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
ley,
s r.../
�2�u�
roA,aSr
JFS—HEET OF /
LOCATION MAP i
I°-fZb
C
C✓r.J!r
7b'7,0
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^/ WATER ENCOUNTERED AT 46� ELEV.- 9�'7
DEPTH
HORIZ
TEXTURE
COLOR
T,, r2
oc C,L—m
tet.
r /vc P
FINAL CONTOUR
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
FINAL SPOT ELEVATION
TOTAL ESTIMATED FLOW + ,4,1r
FINAL CONTOUR
( 110 GAL/BR./DAY X _ SR.) GAL/DAY
SOIL TEST LOCATION 09
7=1
REQUIRED SEPTIC TANK CAPACITY GAL
UTILITY POLE -0-
ACTUAL SIZE OF SEPTIC TANK GAL
TOWN WATER —W
SOIL CLASSIFICATION
CATCH BASIN(! j
DESIGN PERCOLATION RATE Ste_ MIN./IN.
GAS UNE --Q'
UFLUE14T LOADING RATE 0.74 GAL/DAY/S.F.
�cr SQ FT.
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RESERVE LEACHING CAPACITY GAL/DAY
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NOTES:
YA'111'137H C" '".I'.TT_= I✓�
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE S AND THE TOWN OF Y,; 2r^d✓Ti� RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
REUSED
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
ley,
s r.../
�2�u�
roA,aSr
JFS—HEET OF /
LOCATION MAP i
PO�
WATER ENCOUNTERED AT ELEV. - 9� %
/c O"
LEGEND:
DESIGN CALCULATIONS
EXISTING SPOT ELEVATION 00.0
4L
NUMBER OF BEDROOMS
EXISTING CONTOUR ----00----
GARBAGE DISPOSAL UNIT NO
FINAL SPOT ELEVATION
TOTAL ESTIMATED FLOW + ,4,1r
FINAL CONTOUR
( 110 GAL/BR./DAY X _ SR.) GAL/DAY
SOIL TEST LOCATION 09
7=1
REQUIRED SEPTIC TANK CAPACITY GAL
UTILITY POLE -0-
ACTUAL SIZE OF SEPTIC TANK GAL
TOWN WATER —W
SOIL CLASSIFICATION
CATCH BASIN(! j
DESIGN PERCOLATION RATE Ste_ MIN./IN.
GAS UNE --Q'
UFLUE14T LOADING RATE 0.74 GAL/DAY/S.F.
�cr SQ FT.
CLEAN T C.P. 0
CESSPOOL
,LACHI61�G 57rZx %0 - c}
LEACHINGrCAPACITY.5AREA X RATE) GAL/DAY
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RESERVE LEACHING CAPACITY GAL/DAY
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NOTES:
YA'111'137H C" '".I'.TT_= I✓�
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE S AND THE TOWN OF Y,; 2r^d✓Ti� RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
REUSED
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
W1T1N1 6. OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WLTHSTANDWG H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS N-20 LOADING SHALL BE
USED UNDER OR W7HN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH - J
- _ DEEDED OR ZONING REGULATIONS. OWI40 / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL 'DIG -SAFE• AT 1-865-344-7233 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
9. LOT IS SHOWN ON ASSESSORS MAP ! AS PARCEL -
APPROVED: BOARD OF HEALTH
DATE
AGENT
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fy 5c77'j--<
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s
PROPOSED SEPTIC DESIGN
FOR
PROJECT LOCATION / o T /-T
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
P. 0. BOX
508— 13
398-3922 SOUTH DENNIS, MASS. 02660
REUSED
JOB NO. y z 3S _ D O
JFS—HEET OF /
LOCATION MAP i
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