HomeMy WebLinkAboutEngineered Plans - Rev. 2018LOCUS DATA
CURRENT OWNER ELAINE I BERKE
2014 TRUST
PLAN REFERENCE 72-51
DEED REFERENCE 28143-23
ZONING DISTRICT R-25
FLOOD ZONE AE, ELEV 11
ASSESSORS MAP 34
PARCEL 171
OVERLAY DISTRICT NONE
LOT AREA 4,617± S. F.
SITE & SEWAGE
REPAIR PLAN
Del NBUR Y S TREE T
IN
S. YARMOUTH, MASS
DATE: JANUARY 5, 2018
REV: FEBRUARY 13, 2018
OWNER/APPLICANT:
ELAINE BERKE
37 RIVERVIEW DRIVE
WESTPORT, MASS
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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UTILITY\,/
POLE
L O T 186
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g EDWARD
A
STONE
No.28980
2'
0 10 15 20
GRAPHIC SCALE:
1 INCH = 10 FEET
0
D.T.H. #1
BED#1
Yarmouth Health Department
AP62 �LP ED
., Date
8.9 /
/
KITCHEN / DININ
LIVING ROOM
BATH
BED#2
N 06022
M oyF
92
PROPOSED 1,500 —
GALLON SEPTIC TANK
PROPOSED
OBSERVATION PORTS
S 0602.
20., � 9
e o� 23�;
28
wk ow ST
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0
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CL DANBURY ST.
Z
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LOCUS n0.
BREEZY
LOCUS MAP
NOT TO SCALE:
17-0133
BENCHMARK: TOP
CORNER OF CONCRETE
STOOP. ELEV 9.35
,9
O.S. O
16.
11 9'
X 9. 0
C. S
i //
8.5
PROPOSED LEACHING
S.A.S. 11.33'x24.0'(24) QUIK
4 LOW PROFILE LEACHING
CHAMBERS.
1
PROP.
16.
-BOX/
S/
y
O o�
h�
1 0.0'
� z
/PUMP, CRUSH &—
ABANDON EXISTING
CESSPOOL IN
ACCORDANCE WITH
8.5 TITLE 5
RAISE COVERS TO WITHIN 6" OF FINISH GRADE
OSEATION PORTS
SILL ELEV. 9.77 FINISH GRADE GRADE / SC EW ON CAP TO
GRADE ELEV. 8.9 ELEV. 9.3
k __1�X__7/�4_1A1\� - ELEV. 9.2 g,p GROUND ELEVATION 8.50
CLEANOUT -
TO GRADE 12" MIN. COVER
S=16'00.02 4"1 P,®C 0. 15 6' ®S= 0.02 TOP ELEV 6.35
1 }
DRY I & 4 rrvc 5GH 4u INV.= c Mm -0 MAIC -
EL 3.5 INV.= 7.62 7.16 10"TEE 14 -TEE INV.=
f: EXISTING 6.95 6"
TO REMAIN I I GAS BAFFLE a H-10 DB6
Lo 4'-3" LIQUID LEVEL fO D -BOX
I �t INV.= 6.45
VERTICAL DATUM: NAVD-1988
BENCH MARK USED: TOP OF CONCRETE
PAD ELEVATION 9.35
17-0133
es e e a e a n' 12.41
6" BASE OF CRUSHED STONE
OR MECHANICALLY COMPACTED
1,500 GALLON
NORWESCO POLYETHYLENE S. TANK
L=13'-0", W=4'-7", H=5'-6"
SITE & SEWAGE
REPAIR PLAN
,73
DA NBVR Y S TFE-F T
IN
S. YARMOUTH, MASS
DATE: JANUARY 5, 2018
REV: FEBRUARY 13, 2018
OWNER/APPLICANT:
ELAINE BERKE
37 RIVERVIEW DRIVE
WESTPORT, MASS
SHEET 2 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
00
(24) QUIK-4"s LOW PROFILE INFILTRATORS
INV,- 5.95 4 ROWS OF 6 UNITS
20 EACH UNIT 34" x 48" x 12" 0
�----- 24.0' - I CL : V 5.68
0o 0
11.33'x24.0' LEACHING AREA � ui
IN FIELD CONFIGURATIONELEV, 0.1
ADJ. G.WATER TH#1
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. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING
MATERIALS OVER THE SEPTIC TANK IS PROHIBITED.
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 6" 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 THEY ARE
UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY
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
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 OVER ALL COMPONENTS.
OBSERVATION PORT(S)
// SCREW CAP
2.83'-+-2.8,3'-4- 2.83'- 2.83'
- 11.33'
SIDE VIEW
SYSTEM DESIGN
EXISTING DESIGN FLOW
2 BEDROOMS AT 110 GPB/D 22- GPD
PROPOSED DESIGN FLOW
3 BEDROOMS AT 116 GPB/D 300 GPD
REQUIRED SEPTIC TANK
330 x_2 __ = _____660 GAL.
PROPOSED POLYETHYLENE TANK = _1 500_GAL.
SIZE OF LEACHING FACILITY REQUIRED
DESIGN PERC RATE ___<_Z ____MIN./INCH
LONG TERM APPL. RATE-21-4-GPD/S.F.
SIZE OF LEACHING SYSTEM PROVIDED:
330 _ 0.74 SF/GPD = 445 S.F. MIN. REQ.
USING 24 QUIK-4 LOW PROFILE INFILTRATORS
CHAMBERS - NO STONE AROUND
4.73 SF / LF X (4 x 24) = 454 S.F
484 x 0.74 G/SF = 336 GPD
336 GPD PROV > 330 GPD REQ. = 6 GPD RES.
NO (GARBAGE DISPOSAL / GRINDER ALLOWED)
GROUNDWATER ADJUSTMENT
DATE OF WELL:
11/17
INDEX WELL:
MIW-29
WELL ZONE:
A
WELL DEPTH:
8.04
WELL ADJUSTMENT:
1.5
DEPTH OF WATER:
10.0
DEPTH OF ADJ.:
8.5
DTH #1 ib INDICATES DEEP
TEST HOLE
VARIANCES REQUESTED
NONE:
INDICATES
P-1 24" PERC TEST
NO MOTTLING
NO WEEPING
102" INDICATES ADJ. GROUNDWATER
120" INDICATES OBS. GROUNDWATER
D.T,H. #1 i
DATE: 11-20-17
GROUND ELEV. 8.6
ADJ G.WATER 0.1
A/O/E
LOAMY SAND
10YR 5/2
ELEV = 8.1
B
LOAMY SAND
7.5YR 6/6
C
MED./FINE SAND
2.5Y 7/6
6" (8.1)
24" (6.6)
26" (6.4)
102" (0.1)
120" (-1.4)
132" (-2.4)
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