HomeMy WebLinkAboutEngineered Plans - 2014LOCUS DATA
CURRENT OWNER PHILLIP WOODMAN
PATRICIA WOODMAN
PLAN REFERENCE LCP 39064-8
DEED REFERENCE CTF 166713
ZONING DISTRICT
R-40
FLOOD ZONE
"C"
ASSESSORS MAP
46
PARCEL
30
OVERLAY DISTRICT
ZONE II
LOT AREA
23,096± S.F.
SITE 8c SEWAGE
UPGRADE�REPAIR PLAN
215 H/GG/NS
CRO WELL ROAD
IN
W. YARMOUTH, MASS
DATE: JUNE 26, 2014
OWNER/APPLICANT:
PHILLIP & PATRICIA
WOODMAN
34 HIGHCREST PARK
WEBSTER, MA 01570
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.SURVEY@YAHOO.COM
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EXISTING SEPTIC COMPONENTS T0; B
PUMPED, CRUSHED AND ABANDONED
IN ACCORDANCE WITH TITLE 5.
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23,096± S.F.
BENCHMARK
CORNER OF CONCRETE
BULKHEAD. ELEV.=31.00
#215
EXISTING
DWELLING
33.4'
\ PROPOSED
1,500 GALLON
1 SEPTIC TANK.
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PROPOSED i 3 .J
13.0'x25.0' `1 L C) -7
LEACHING S.A.S. _I `�� r
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LOCUS MAP
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GRAPHIC SCALE:
1 INCH = 20 FEET
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EDWARD
A.
STONE
No.94
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14-0117
TOP OF FOUNDATION
ELEV. 31.72 FINISH GRADE
ELEV. 30.6
T
AISE COVERS TO WITHIN 6" OF FINISH GRADE
RAISE ONE RISER
FINISH GRADE TO WITHIN 6"
30.7OF FINISH GRADE
ELEV. 30.8
i6'05=0.02 4'®S=0.015
SCH 40 - 4 PVC 2 MIEN=3 M qX 4" PVC SCH 40 6' ®S= 0.01 O
INV.=
INV.= 28.22 27.90 10"TEE 14"TEEINV.= No
5-7" INSTALL 27.70 6" O
GAS BAFFLE 3 OUTLET
4'-6 1/2 4'-1" LIQUID LEVEL H-10 DB3
INV.= 27.64
INV.= 27.47
0 0 0, 0 0 BOT 24.36
6" BASE OF CRUSHED STONE
OR MECHANICALLY COMPACTED
1,500 GALLON
PRECAST CONCRETE
SEPTIC TANK
JOB # 14-0117
SITE &SEWAGE
UPGRADE/REPAIR PLAN
215 HI GGINS
CROWELL ROAD
IN
W. YARMOUTH, MASS
DATE: JUNE 26, 2014
OWNER/APPLICANT:
PHILLIP & PATRICIA
WOODMAN
34 HIGHCREST PARK
WEBSTER, MA 01570
SHEET 2 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
0000 0 \-QJ o 00000
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0000 0 0 0000
TWO 5' -0"x8' -6"x2'-10" CHAMBERS
,INV.= 27.41 >:
Ww
S.A.S. (13.0' x 25.0')
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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.
31.0
1' MIN. -3' MAX. COVER
0
T
N
25.41
20.4
••••• •••••
4.0' 5.0'
13.0'
SIDE VIEW
DATUM:
VERTICAL DATUM:
YARMOUTH GIS±
BENCH MARK USED:
CORNER OF CONCRETE BULKHEAD
ELEVATION 31.00
DTH #1} INDICATES DEEP
TEST HOLE
-oo- 132" INDICATES ADJ. GROUNDWATI
==* _ NO OBSERVED GROUNDWATER
INDICATES
PERC TEST
48"
SYSTEM DESIGN
DESIGN FLOW
3 BEDROOMS AT110 GPB/D IN- GPD
REQUIRED SEPTIC TANK
330 x-2 = _____660 GAL.
PROPOSED SEPTIC TANK = 11500 -GAL.
SIZE OF LEACHING FACILITY REQUIRED
DESIGN PERC RATE <2 �v11N./INCH
LONG TERM APPL. RATE-2.-14--GPD/S.F.
GROUNDWATER ADJUSTMENT
DEPTH TO BOTTOM OF HOLE 11.0'
VARIANCES REQUESTED
NONE
SIZE OF LEACHING SYSTEM PROVIDED:
330 _ 0.74 SF/GPD = _446 S.F. MIN. REQ.
USING H-10 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)
D.T.H. #1 0
DATE: JUNE 19, 2014
GROUND ELEV. 31.4
ADJ G.WATER 20.4
A/E
LOAMY SAND
10YR 5/1 4„
e
LOAMY SAND
7.5YR 6/6
24"
ELEV = 29.4
48"
C
MEDIUM SAND
2.5Y 7/6
132" NO G.WATER
ELEV = 20.4
B.O.H.
AMY VON HONE
SOIL EVALUATOR
ED. STONE
BACKHOE OPERATOR.
ELLIS BROTHERS (KEVIN)
SOIL TYPE: -_
PERC RATE: <2 MIN. PER INCH
LOADING RATE: 0_74 GAL/SF/MIN