HomeMy WebLinkAbout323 Union Street Site and Sewage Plan 4ST9
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LOCUS
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MAP
NOT TO
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BEDROOM
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BATH
KIT./D.ROOM
EKING
ROOM
PROPOSED FIRST FLOOR
PROPOSED SECOND FLOOR
DATUM:
VERTICAL DATUM:
N. G. V. D.
BENCH MARK USED:
YARMOUTH MONUMENT #12
P.K. SET ELEVATION 13.32
;ENERAL NOTES:
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE V AND THE TOWN OF YARMOUTH RULES AND REGULATIONS
FOR SUBSURFACE DISPOSAL OF SEWERAGE.
AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE
ACCESSIBLE WITHIN 6" OF FINISH GRADE, WITH ANY REMAINING
ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE.
ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE
CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE
UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY
MUST WITHSTAND H-20 LOADING.
THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION
OF ALL UTILITIES PRIOR TO ANY EXCAVATION.
ANY MASONRY UNITS USED TO BRING COVERS TO GRADE
OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE.
FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER
FOOT OVER THE S.A.S. AND DISTRIBUTION BOX.
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.
THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN
2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT
ELEVATION OF THE OUTLET PIPE.
THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES
0. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS
BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC
1. 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
2. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION
TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW
AND APPROVAL.
CONSTRUCTION NOTES:
1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND
ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING
WORK ON THE SITE.
2. NO DETERMINA11ON HAS BEEN MADE AS TO COMPLIANCE
WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT
IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING
MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND
S.A.S. AREA IS PROHIBITED
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SYSTEM PROFILE:
NOT TO SCALE
TOP OF FOUNDATION
ELEV. 15.51
FINISH GRADE
ELEV. 13.5
19'®S=0.025 T
(INCLUDES CRAWL)
4" PVC
SCH 40 INV.= INV.= 11.57_ 11.09 10"TEE
5'-7"
4C
FINISH GRADE 13'f
MATCH EXISTING
)P = 791
SE COVERS TO WITHIN 6" OF FINISH GRADE
RISER WITHIN
FINISH GRADE FINISH GRADE 9" OF FINISH GRADE
ELEV. 12.9 ELEV. 12.7 GROUND ELEVATION 12 6
MAX 4" PVC SCH
14"TEE INV.=10.84
GAS BAFFLE
4'-1" LIQUID LEVEL
ELEV
6.50
6" BASE OF CRUSHED STONE
OR MECHANICALLY COMPACTED
1,500 GALLON PRECAST
CONCRETE SEPTIC TANK L
CONCRETE
BOUND FOUND
G�/ �}-V
v 1
CONCRETE '--
BOUND FOUND
BROKEN
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N /F
ROBERT & SANDRA KITTILA
#319 UNION STREET
ASSESSORS MAP 61
PARCEL 93 x
EXISTING CESSPOOLS TO
BE PUMPED, SANDnLLED
CRUSHED AND
ABANDONED IN ACCORDANCE
WITH TITLE V.
PROPOSED
D -BOX -
,
RISER MIN. -3' MAX. COVER
2'RlSER TOP ELEV. 10.0 2'
�
13'@S=0.040 O OHO 0 0 00000
E 0 0 0 0 0 0 00000
p 00000 000
5 OUTLET INV.=9.0 0 0 00000
D -BOX 00000 0 o r� 00000
IV
1 00000 `� `� 00000 1 3/4" DOUBLE WASHED STONE
"> 00000 c� o 0 00000 *r
00000 o 0 00000
INV.=9.52 00000 o O 0 0 0
0 O
000000 0 0 o DO000
1 t
EXISTING BOT. ELEV. 6.0
LEACHING PIT 6' DIA
WITH 2' OF STONE
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in N'i
TOWN OF YARMOUTH
CONCRETE BOUND
FOUND AND HELD
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�947De 1
USING EL. 2.46' NGVD AS ADJUSTED HIGH GROUNDWATER .
BY EAS SURVEY FIELD MEASUREMENTS
RECORD MHW = EL. 1.4'
2s� 54. ro
!� C AIc LR"0
44� FOUN
. ACC A aA S y(D
(33, Wl@ vFR
BEDROOMS AT 110 GPB/D 3N- GPD
REQUIRED SEPTIC TANK
330 x_2 _ __66_0 GAL.
SEPTIC TANK PROVIDED _-1.5-0-P--GAL.
SIZE OF LEACHING FACILITY REQUIRED
DESIGN PERC RATE _� <2� MIN./INCH
LONG TERM 'APPL. RATE-9.1-4-GPD/S.F.
SIZE OF LEACHING SYSTEM PROVIDED:
EXISTING 6' DIAMETER PIT. WITH 2' OF STONE AROUND
EFFECTIVE SIZE 10' DIAMETER BY 3' DEEP.
L _J NO GROUNDWATER
ELEV = 2.7
SEPTIC INSPECTOR NOTE:
EXISTING THREE BEDROOM DWELLING
MIKE DeDECKO rn DC ocnnl,r,n„ne
Q BENCHMARK
6.8' 3 `r PK NAIL SET
UP \ ELEV 13.32
3.6' S>1.,�,JO"f \\ N.G.V.D.
59.40.
#323 /
EXISTING
1 1/2 STORY
3 BEDROOM /
DWELLING
TC/SILLEL`=)15.51
EXISTING -
,,o DWELLING
PROP.
f
BULKHEAD PROP. / FULL FND.
C.F. EL. 8. 01
EXISTING
/ C.O.
PATIO / PROP.
TO BE 21.1 ADDITION
REMOVE -(CRAWL) o
(CRAWL)
AY
0) �' / PROPOSE I �Q
/ 1500 GALLON /
�\ 10 MIN SEPTIC TANK / Vv
Y L 28.3'
(s,'
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JG S ���1 N/F
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0 _ ;0 1 JERROLD & RITA WINER
169tES.F. \� - / I #327 UNION STREET
DIRT o 13 / ASSESSORS MAP 61
c1qFLOOR 5.0 80'I / PARCEL 91
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- EXISTING ( /
I y LEACHING PITS
\ I \ J \ 1 TO REMAIN
\ / 1 28"
MAPLE 13,
"D 1
N /F
DAVID COULTER
#26 PLEASANT STREET
ASSESSORS MAP 61
PARCEL 94
>> g!. 1EXISTING
GARAGE