HomeMy WebLinkAboutEngineered Plans - Rev. 2014LOCUS DATA
CURRENT OWNER SHON SCHOFIELD
PLAN REFERENCE 451-79
DEED REFERENCE 24169-196
ZONING DISTRICT R-25
FLOOD ZONE "X"
ASSESSORS MAP 39
PARCEL 9
OVERLAY DISTRICT NOT A ZONE II
LOT AREA 28,449± S.F.
SITE & SEWAGE
REPAIR PLAN
15 PSI R TRIDGE
VALLEY ROAD
IN
W. YARMOUTH, MA
DATE: SEPTEMBER 8, 2014
DATE: SEPTEMBER 10, 2014
BUYER/APPLICANT:
ALAN & LINDA BATSON
15 PARTRIDGE VALLEY RD.
W. YARMOUTH, MA 02673
(508) 957-2893
SHEET 1 OF 2
PREPARED BY:
EAS SURVEY, INC.
141 RT. 6A
SANDWICH, MA 02563
PH. (508) 888-3619
CELL (508) 527-3600
EAS.SURVEY@YAHOO.COM
WETLAND
0 20 30 40
%?w%60!! -'l
GRAPHIC SCALE:
1 INCH = 20 FEET
100' BUFFER
TO WETLAND
BENCHMARK \\
CORNER OF
BOTTOM STEP ON
CONCRETE STOOP
ELEVATION 27.88
DECK
KITCHEN
BED#3 LI VIN
�^ BATH
ED#2 n
/
oo,
�o /
s /
/PROPOSEDr /
13.0'x25.0' i
\, SHED H-20 /
GARAGE p OP OX D LEACHING
CHAMBER /
S.A.S. !
o• / ' / - alth Departm:a
O
VED
°o• �i 22'
�/ a Date
A O
y ; DTH #1 OP
5XISTING
RIVEWAY 0•
0 �� / '� 14-0123
0 f /
EXISTING
SEPTIC — % V BUCK ISLAND RD.
TANK TO
REMAIN 9 / P PARTRIDGE
/ V
IceA
l � \
t
/ AY
LLE
z
1 ROAD
LOCUS p N
pp1 o
o
/ 28
NOTE: EXISTING LEACHING PIT TO BE
v PUMPED, CRUSHED AND ABANDONED
1Z IN ACCORDANCE WITH TITLE 5
LOCUS MAP
NOT TO SCALE:
140.00'
CONCRETE BOUND
OF r.ies`4
/'
yG�
BENCHMARK
TOP OF CO CRETE
/
Ep1NARD
A.
BOUND ELEVATION
O
ll
STO QE X11,
25.59 (P R DOWN
LOT
/
q.28�8
CAPE E GINEERING)
r'
28,449± S.F.
iof{ L N
O
100' BUFFER
TO WETLAND
BENCHMARK \\
CORNER OF
BOTTOM STEP ON
CONCRETE STOOP
ELEVATION 27.88
DECK
KITCHEN
BED#3 LI VIN
�^ BATH
ED#2 n
/
oo,
�o /
s /
/PROPOSEDr /
13.0'x25.0' i
\, SHED H-20 /
GARAGE p OP OX D LEACHING
CHAMBER /
S.A.S. !
o• / ' / - alth Departm:a
O
VED
°o• �i 22'
�/ a Date
A O
y ; DTH #1 OP
5XISTING
RIVEWAY 0•
0 �� / '� 14-0123
0 f /
EXISTING
SEPTIC — % V BUCK ISLAND RD.
TANK TO
REMAIN 9 / P PARTRIDGE
/ V
IceA
l � \
t
/ AY
LLE
z
1 ROAD
LOCUS p N
pp1 o
o
/ 28
NOTE: EXISTING LEACHING PIT TO BE
v PUMPED, CRUSHED AND ABANDONED
1Z IN ACCORDANCE WITH TITLE 5
LOCUS MAP
NOT TO SCALE:
RAISE COVERS TO WITHIN 6" OF FINISH GRADE
TOP OF FOUNDATION
ELEV. 27.53 FINISH GRADE
ELEV. 26.3 ELEV. 25.7
Tnp ;A
44'OS=0.045 11 1
5CH 40 - 4' PVC 4" PVC SCH 40
INV.= 2 MIS A
24.42 10"TEE 14"TEE IN
INV.= EXISTING INSTALL 24'25 6"
GAS BAFFLE 3 OUTLET
H-20 DB3
INV.= 22.27
EXISTING 1,000 GALLON SEPTIC
TANK TO REMAIN
JOB # 14-0123-SEP.DWG
SITE & SEWAGE
REPAIR PLAN
15 PA R TRIDGE
VALLEY ROAD
IN
W. YARMOUTH, MA
DATE: SEPTEMBER 8, 2014
DATE: SEPTEMBER 10, 2014
BUYER/APPLICANT:
ALAN & LINDA BATSON
15 PARTRIDGE VALLEY RD
W. YARMOUTH, MA 02673
(508) 957-2893
SHEET 2 OF 2
PREPARED BY:
EAS SURVEY, INC.
141 RT. 6A
P.O. BOX 1729
SANDWICH, MA 02563
PH. (508) 888-3619
CELL (508) 527-3600
FINISH GRADE
ELEV. 25.7
Asim
Tno Gi FV IN
ONE CHAMBER RISER
RAISE TO WITHIN 6"
OF FINISH GRADE
•c
ATION 25.1
1' MIN. -3' MAX. COVER
5' ®S=0.02 1 00000 0 �Q/ 0 00000 0
0 0 0 0 o O O O
M
0000000 0 0 000 0 0000
TWO 5' -0"x8' -6"x3'-0" CHAMBERS
S.A.S. (13.0' x 25.0') 0 pi
INV.= 22.10 Of I
INV.= 22.00 `*
cp �
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.
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 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.
13. MAGNETIC TAPE ON ALL COMPONENTS.
20.00
13.6
�-- 4.0' 5.0' ��-- 4.0'---
13.0' -
SIDE VIEW
DATUM:
VERTICAL DATUM:
SITE PLAN
BENCH MARK USED:
TOP OF CONCRETE AT FRONT STOOP
ELEVATION 27.80
DTH #1 Q5 INDICATES DEEP
TEST HOLE
SYSTEM DESIGN
DESIGN FLOW
3 BEDROOMS AT110 GPB/D 33SL GPD
REQUIRED SEPTIC TANK
330 x_2 __ = ----- 660 GAL.
SEPTIC TANK PROVIDED = _ 1 200 _GAL.
SIZE OF LEACHING FACILITY REQUIRED
DESIGN PERC RATE ----<_L----MIN./INCH
LONG TERM APPL. RATE_0.74-GPD/S.F.
SIZE OF LEACHING SYSTEM PROVIDED:
330 _ 0.74 SF/GPD = 446 S.F. MIN. REQ.
USING H-20 CONCRETE LEACHING CHAMBERS
WITH 4' OF STONE ALL AROUND
BOTTOM (13.0' x 25.0')
= 325 S.F.
SIDE WALL (13.0'+25.0') 2x2
= 152 S.F
477 S.F.
477 S.F.x 0.74 G/SF
= 353 GPD
353 GPD PROV > 330 GPD REQ.
= 23 GPD RES.
NO (GARBAGE DISPOSAL / GRINDER ALLOWED)
138" INDICATES ADJ. GROUNDWATER
NO OBSERVED GROUNDWATER
INDICATES
PERC TEST
GROUNDWATER ADJUSTMENT
DEPTH TO BOTTOM OF HOLE 11.5'
VARIANCES REQUESTED
NONE
D.T.H. #1
DATE: 8-21-2014
GROUND ELEV. 25.1
ADJ G.WATER 13.6
A/E
LOAMY SAND
10YR 5/1
6"
B
LOAMY SAND
7.5YR 5/6
22"
ELEV = 23.3
42"
C
MED.FINE SAND
10YR 6/6
NO G.WATER 1 138"
ELEV = 13.6
B.O.H.
AMY VON HONE
SOIL EVALUATOR
ED. STONE
BACKHOE OPERATOR.
ELLIS BROTHERS (KEVIN)
SOIL TYPE: -1
-
PERC RATE: <2 MIN. PER INCH
LOADING RATE: 0_74 GAL/SF/MIN