HomeMy WebLinkAboutEngineered Plans - 2015OCUS DATA
CURRENT OWNER STEVEN M. KATZ
PLAN REFERENCE LCP 33985—B-4
DEED REFERENCE CTF 170830
ZONING DISTRICT R-25
FLOOD ZONE
ASSESSORS MAP
PARCEL
OVERLAY DISTRICT
LOT AREA
"X" 7-16-14
47
58
NOT A ZONE II
11,000± S.F.
SITE & SEWAGE
REPAIR PLAN
'IT 9
SULLIVAN ROAD
IN
W. YARMOUTH, MASS
DATE: JULY 8, 2015
OWNER/APPLICANT:
STEVE KATZ
99 SULLIVAN ROAD
W. YARMOUTH, MA 02673
(508) 360-3851
SHEET 1 OF 2
PREPARED BY:
EAS SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA 02563
PH. (508) 888-3619
CELL (508) 527-3600
EAS. SU R VEY@YAH 00. COM
OCT '1 320-15
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LOT 15
11,000± S.F.
BENCHMARK
TOP OF BOTTOM
STEP. ELEV
23.74 BASED ON
SITE BY OTHERS
OPEN SPI CE
21.9
GARAGE
#99
EXISTING
DWELLING
[FLOOR PLANS
BY OTHERS]
77000
LOT 14 \\
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STONE y
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1.�. �s \
BUCKIISLAND ROAD
LOCUS I
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28
LOCUS MAP
NOT TO SCALE:
22.7 15-0115
22.7 EXISTING 22.7 D.T.H. #1
DRIVEWAY
PROPOSED 22.7
H-20 150022.5 SEPTIC 22' X 22'8 /
TANK /
X 22.8 /
O EXISTING SEPTIC
COMPONENTS TO
WOOD / ^ / 22.3 BE PUMPED
DECK
A
/ CRUSHED AND
REMOVED FROM
LOCUS AND
04/ DISPOSED OF IN
o' P ACCORDANCE
22.0
�0 0 WITH TITLE 5.
y
23.5
cq
21.2
4-
22.7
)(21.0
PROPOSED (4) H-20
500 GALLON LEACHING
CHAMBERS
Yarmouth Health Department
Date
0 120 30 40
GRAPHIC SCALE:
1 INCH = 20 FEET
OF FOUNDATION
24.00
" JINV.=
19.42
6'-0"
4'-9"
INV.= EX. TO REMAIN
JOB # 15-0115
/--- RAISE COVERS TO WITHIN 6" OF FINISH GRADE20.90
FAX
10"TEE 14"TEE
INSTALL
GAS BAFFLE
4'-1" LIQUID LEVEL
F CRUSHED STONE
NICALLY COMPACTED
GALLON H-20
AST CONCRETE
DTIC TANK
CONSTRUCTION NOTES:
1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND
ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING
WORK ON THE SITE.
2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE
WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT
IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
3. ENGINEER TO VERIFY REMOVAL OF UNSUITABLE SOILS PRIOR
TO INSTALLATION OF NEW SEPTIC SYSTEM.
4. NO PARKING OVER SEPTIC TANK IS ALLOWED.
FINISH GRADE
ELEV. 22.1
CENTER CHAMBER RISER
FINISH GRADE RAISE TO WITHIN 6"
OF FINISH GRADE
ELEV. 22.1 ELEV. 22.2
N ELEVATION 22.4
TOP ELEV 19.50 1' MIN. -3' MAX. COVER
2'c�S=0.03 18'®S= 0.02
4" PVC SCH 40 00000. 0 0 00000 0
INV.= O O O o � O O O I
19.17 6" 0000 o o �ODO� �
6 OUTLET
4'-6" H-20 D86 FOUR 5' -0"x8' -6"x3'-0" CHAMBERS
INV.= 19.11 S.A.S. (13' x 50') > a.
INV.=18.86 a In In
I ELEV, W .16.50
BOT 14.67
INV.= 18.50
11.4
6" BASE 0
OR MECHA
1,500
PREC
SE
SITE & SEWAGE
REPAIR PLAN
,T99
SULLIVAN ROAD
IN
W. YARMOUTH, MASS
DATE: JULY 8, 2015
OWNER/APPLICANT:
STEVE KATZ
99 SULLIVAN ROAD
W. YARMOUTH, MA 02673
(508) 360-3851
SHEET 2 OF 2
.. ms �
EAS SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA 02563
PH. (508) 888-3619
CELL (508) 527-3600
EAS.SURVEY@YAHOO.COM
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.
00000 0 0 00000
O O O O O O
o O o 0
00000 0 0 00000
�- - 13.0' -�
SIDE VIEW
GENERAL NOTES:
1. 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.
2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE
ACCESSIBLE WITHIN 3" OF FINISH GRADE, WITH ANY REMAINING
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
OTHERWISE SPECIFIED.
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
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
2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT
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
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
SYSTEM DESIGN
DESIGN FLOW
6 BEDROOMS AT 110 GPB/D 6t�0 GPD
REQUIRED SEPTIC TANK
660 x_2 __ _ __320 _ GAL.
SEPTIC TANK PROVIDED = _1.500 _GAL.
SIZE OF LEACHING FACILITY REQUIRED
DESIGN PERC RATE _ <2 ____MIN./INCH
LONG TERM APPL. RATE-0.74-GPD/S.F.
SIZE
OF LEACHING SYSTEM PROVIDED:
660 0.74 SF/GPD = 892 S.F. MIN. REQ.
USING H-20 CONCRETE LEACHING CHAMBERS
WITH 4' OF STONE ALL AROUND
BOTTOM (13.0' x 50') = 650 S.F.
SIDE WALL (13' + 50') 2x2 = �, S.F
902 S.F.
902 S.F.x 0.74 G/SF = 667 GPD
667 GPD PROV > 660 GPD REQ. = 7 GPD RES.
NO (GARBAGE DISPOSAL /GRINDER ALLOWED)
DATUM:
VERTICAL DATUM:
FORMER SITE PLAN - MSLt
BENCH MARK USED:
TOP OF CONCRETE AT BOTTOM STEP
ELEVATION 23.74
DTH #1 � INDICATES DEEP
TEST HOLE
� 132" INDICATES ADJ. GROUNDWATER
� _ NO OBSERVED GROUNDWATER
INDICATES
PERC TEST
GROUNDWATER ADJUSTMENT
DEPTH TO BOTTOM OF HOLE 11.0'
•
D.T.H. #1
DATE: 6-4-15
GROUND ELEV. 22.4
ADJ G.WATER 11.4
0
ORGANIC
10YR 3/3
A/E 4„
LOAMY SAND
10YR 5/1 8„
B
LOAMY SAND
7.5YR 5 8
24"
ELEV = 20.4
C
m.
COARSE SAND
7.5YR 6/8
� NO G.WATER I 132"
ELEV = 11.4
B.O.H.
AMY VON HONE
SOIL EVALUATOR
ED. STONE
BACKHOE OPERATOR.
FISHER EXCAV. (MIKE)
SOIL TYPE: 1
PERC RATE: <2 MIN. PER INCH
LOADING RATE: 0_74 GAL/SF/MIN