HomeMy WebLinkAbout323 Union Street Site and Sewage Plan 328
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DATUM:
VERTICAL DATUM:
N.G.V.D.
BENCH MARK USED:
YARMOUTH MONUMENT #12
P.K. SET ELEVATION 13.32
SYSTEM PROFILE:
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ELEV. 15.51
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169± S.F.
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FINISH GRADE
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ASSESSORS MAP 61
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LOCUS MAP
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NOT TO SCALE:
FLOOR
Z BEDROOM
RISER WITHIN
L#3
ELEV. 13.5
ME
MATCH EXISTING
BATH
FINISH GRADE
KIT./D.ROOM LIVING
9" OF FINISH GRADE
ROOM
LEACHING PIT �I
PROPOSED FIRST FLOOR
BEDROOM
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BATH ME
BEDROOM
PROPOSED SECOND FLOOR
ELEV. 12.9
ELEV.
12.7
i
GROUND ELEVATION 12.6
19'®S=0.025
28"
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GENERAL
NOTES:
1.
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
PROPOSED
TITLE V AND THE TOWN OF YARMOUTH RULES AND REGULATIONS
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FOR SUBSURFACE DISPOSAL OF SEWERAGE.
2.
AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE
2'ftISER
ACCESSIBLE WITHIN 6" OF FINISH GRADE, WITH ANY REMAINING
4" PVC
ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE.
3.
ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE
CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE
2'RISER
UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY
TOP ELEV. 10.0
MUST WITHSTAND H-20 LOADING.
4.
THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION
OF ALL UTILITIES PRIOR TO ANY EXCAVATION.
5.
ANY MASONRY UNITS USED TO BRING COVERS TO GRADE
OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE.
6.
FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER
00000
FOOT OVER THE S.A.S. AND DISTRIBUTION BOX.
7.
SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OF
SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE
THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND
LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES.
8.
THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN
14 -TEE
2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT
INV.=10.84
ELEVATION OF THE OUTLET PIPE.
9.
THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES
10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS
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BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC
11.
ALL PIPES SHALL'BE SCHEDULE 40 PVC SEWER PIPE .AND
SHALL BE SLOPED 1/4 INCH PER FOOT MIN, EXCEPT FOR THE
FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL
BE LEVEL
12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION
TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW
AND APPROVAL.
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CONSTRUCTION NOTES:
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1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND
ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING
4'-61/"
2
WORK ON THE SITE.
GAS BAFFLE
2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE
WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT
IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
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3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING
MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND
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S.A.S. AREA IS PROHIBITED
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SYSTEM PROFILE:
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ELEV. 15.51
#327 UNION STREET
169± S.F.
RAISE COVERS TO WITHIN 6" OF
FINISH GRADE
/
ASSESSORS MAP 61
FINISH GRADE
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FINISH GRADE 13'1
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PARCEL 91
FLOOR
5.0 I \ 8.0'
RISER WITHIN
!
ELEV. 13.5
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MATCH EXISTING
EXISTING I
FINISH GRADE
FINISH GRADE
9" OF FINISH GRADE
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LEACHING PIT �I
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ELEV. 12.9
ELEV.
12.7
GROUND ELEVATION 12.6
19'®S=0.025
28"
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MAPLE
TO
(INCLUDES CRAWL)
PROPOSED
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D -BOX
2'ftISER
,
1 MIN. -3' MAX. COVER
4" PVC
14'OS=0.080
2'RISER
TOP ELEV. 10.0
" N_ 2 tl-3 X
4" PVC SCH
40
.13'®S=0.040
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0
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SCH 40INV.=
INV.= 11.57
11.09
10"TEE
14 -TEE
INV.=10.84
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6"
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5'-7"
4'-61/"
2
GAS BAFFLE
5 OUTLET
INV.=9.0
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0 0 0
4'-1" LIQUID LEVEL
D -BOX
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4'-4"
INV.=9.72
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0 00 00
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a 3/4" DOUBLE WASHED STONE
ELEV
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6.50
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INV.=9.52
6" BASE OF CRUSHED STONE
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00 0 0 0
OR MECHANICALLY COMPACTED
0
0 00 00
0 0
0 00 00
1,500 GALLON PRECAST
CONCRETE SEPTIC TANK
EXISTING
BOT. ELEV. 6.0
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LEACHING PIT 6' DIA
WITH 7' OF STnNF
1
CONCRETE
BOUND FOUND `"' j
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CONCRETE c
BOUND FOUND
TOWN OF YARMOUTH
CONCRETE BOUND
FOUND AND HELD
19
41, f
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USING EL. 2.46' NGVD AS ADJUSTED HIGH GROUNDWATER .
BY EAS SURVEY FIELD MEASUREMENTS
RECORD MHW = EL. 1.4'
267.6.4, TO
D
1N COC kREOCOUNo
4 A
44
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BROKEN P�c-
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#319 UNION STREET
ASSESSORS MAP 61
PARCEL 93
EXISTING CESSPOOLS TO
BE PUMPED, SANDFILLED
CRUSHED AND --=--�
ABANDONED IN ACCORDANCE
WITH TITLE V.
BENCHMARK
PK NAIL SET
6.8 UP ` ` ELEV 13.32'
111
N.G.V.D.
3.6' s�7'7j� " \ ~•
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59.40.
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EX323
ISTING
1 1/2 STORY
3 BEDROOM /
DWELLING
TC/SILL EL=15.51 /
EXISTING
DWELLING
PROP.
BULKHEAD PROP. / I
/ FULL FND. /
/ C.F. EL. 8.0' Q°tv
EXISTING // C.O.
PATIO PROP,
TO BE 21.1' ADDITION
REMOVE-
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RIVEWAY
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of / PROPOSE
/ 1500 GALLON /
10'MIN SEPTIC TANK
Y-♦ L 28.3'
NO GROUNDWATER
ELEV = 2.7
NOTE: ws
SEPTIC INSPECTOR EXISTING THREE BEDROOM DWELLING
MIKE DeDECKO Tn ac Dcrnninrn corn
EXISTING
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#327 UNION STREET
169± S.F.
'
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/
ASSESSORS MAP 61
DIRT
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PARCEL 91
FLOOR
5.0 I \ 8.0'
!
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EXISTING I
\\N
LEACHING PIT �I
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TO REMAIN
28"
MAPLE
TO
13,
PROPOSED
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D -BOX
3g8, DTH -1
R7V�R)W
7649°f
EXISTING
GARAGE
DAVIDNCOULTER
#26 PLEASANT STREET
ASSESSORS MAP 61
PARCEL 94