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PARCEL ID:
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REGISTERED LAND
LCP# 11785D
S88'08'30"E 99.76'
UNREGISTERED LAND
GARAGE
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ROOM KIT.
#964
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FLOOR EL=34.00
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20.6'
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SCOTT
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GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
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PARCEL ID:
124/1
II SAVE 1000GAL
Nrn SEPTIC TANK
N
00
REMOVE LEACHPIT
PER TITLE V
I OBSERVATION PORT I
01
17G
_oath Health Departm
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ame Date
9
JAN 0 9 2015
HEALTH DEPT.
YARMOUTHPORT
R0(1'— T- E
LOCUS
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040
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LOCUS MAP
LOCUS INFORMATION
PLAN REF: 198/39
TITLE REF: 22937/286
PARCEL ID: MAP 115 PAR. 25
ZONING: "R-40" IN STATE ZONE II
FLOOD ZONE: "X"
COMMUNITY PANEL: 25001CO578J DATED:07/16/14
SEPTIC SYSTEM _ Y
REPAIR PLAN
LOCATED AT:
964 WEST YARMOUTH ROAD
YARMOUTHPORT, MA.
PREPARED FOR
LEON D. NARBONNE, JR.
JANUARY 8, 2015
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LAVI
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iNo 211
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E.A.S.
SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA. 02563
BUS: (508)888-3619
SHEET 1 OF 2
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CELL: (508)527-3600
J#1 725
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PARCEL ID:
124/1
II SAVE 1000GAL
Nrn SEPTIC TANK
N
00
REMOVE LEACHPIT
PER TITLE V
I OBSERVATION PORT I
01
17G
_oath Health Departm
}' VED
ame Date
9
JAN 0 9 2015
HEALTH DEPT.
YARMOUTHPORT
R0(1'— T- E
LOCUS
Rp pk o
040
ys
LOCUS MAP
LOCUS INFORMATION
PLAN REF: 198/39
TITLE REF: 22937/286
PARCEL ID: MAP 115 PAR. 25
ZONING: "R-40" IN STATE ZONE II
FLOOD ZONE: "X"
COMMUNITY PANEL: 25001CO578J DATED:07/16/14
SEPTIC SYSTEM _ Y
REPAIR PLAN
LOCATED AT:
964 WEST YARMOUTH ROAD
YARMOUTHPORT, MA.
PREPARED FOR
LEON D. NARBONNE, JR.
JANUARY 8, 2015
E4
D cy�
E_ N
Q 1q,;Se
LAVI
A C _y'
iNo 211
0
E.A.S.
SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA. 02563
BUS: (508)888-3619
SHEET 1 OF 2
I I
CELL: (508)527-3600
J#1 725
WALKOUT
-
DEC. 23, 2014
B.O.H. AGENT:
PHIL RENAUD
4" SCHEDULE 40 P.V.C.
(10') MIN.
BACKHOE:
RODNEY FISHER
A
MIN. PITCH 1/8" PER FOOT
.........::.,,.........::�.::;;:::::::;:;;::�
N/A
EL=32.0
6"-26"
EL= 31.0 EL= 30.7
LOAMY SAND
7.5YR5/6
N/A
6 AX.
26"-132"
RISER
9" MIN.
RI
N/A PERC.
AS
COVER
AS
RISER
NEEDED
NEEDED
AS 29"
4" SCH40 PVC
EL= 32.18
NEEDED LEVEL
5.0'
FOR '
s= s
FLOW LINE
:XISTING
110"
14» INVERT
INVERT INVERT
INV.=31.10
MIN.
EL= 30.93
EL=28.15 s" SUMP EL=27.98 8'L
4'
GAS
BAFFLE
6" BASE OF MECHANICALLY
COMPACTED SAND
PROP. DB3
DISTRIBUTION
BOX W/"T"
SAVE EXISTING
1,000 GALLON TANK
GENERAL NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF YARMOUTH RULES AND REGULATIONS
FOR SUBSURFACE DISPOSAL OF SEWERAGE.
2. ALL ACCESS PORTS OVER TANK TEES SHALL BE
ACCESSIBLE WITHIN 3" OF FINISH GRADE, WITH ANY REMAINING
ACCESS PORTS BROUGHT TO WITHIN 3" 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 THEN 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 2% GRADE
OVER THE S.A.S. AND DISTRIBUTION BOX.
7. SEPTIC TANK SANITARY TEES 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 CLEANOUT 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 CONTRUCTED OF 4" PVC,
11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND
FIRST TWO FEET OUT OF THE DISTRIBUTION BOX 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.
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. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING
TAPE OR A COMPARABLE MEANS.
PROFILE OF
SEWAGE DISPOSAL SYSTEM
(NOT TO SCALE)
CLEAN SAND FILL
RT PER 310 CMR 15.255
INVERT
27.93 BETWEEN AND TO A MIN. OF 6"
EL=OVER UNITS
EL= 28.3
EL= 30.5
26"
24.0'
24-QUIK 4'S INFILTRATORS
SOIL SORBTION SYSTEM (S EACAHS.)
BED FORMATION (8 5' X 32') LEVEL
(TYP. )
�- 34 no CLEAN SAND FILL EL= 28.3
EL= 27.93 N
8.5'
$" EL= 27.3
END VIEW
TEST PIT RESULTS:
SOIL TEST DATE:
DEC. 23, 2014
B.O.H. AGENT:
PHIL RENAUD
SOIL EVALUATOR:
EDWARD A. STONE
BACKHOE:
RODNEY FISHER
TH EL.= 30.5 PERC@50" BOT.(<2 MPI)
ELEV.
DEPTH (IN.)
HORIZON
TEXTURE
COLOR
MOTTLING OTHER
30.0
0"-6"
A
LOAMY SAND
10YR4/3
N/A
28.3
6"-26"
B
LOAMY SAND
7.5YR5/6
N/A
19.5
26"-132"
C
FINE MED. SAND
10YR6/6
N/A PERC.
NO GROUNDWATER, NO MOTTLES
1 OBSERVATION PORT
W/SCREWCAP
TO GRADE
12�
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NO GROUNDWATER CSD ELEV.= 19.5
DESIGN DATA:
NUMBER OF BEDROOMS ......... _ 2 DESIGN FOR 3
GARBAGE DISPOSAL ................. NO
TOTAL -ESTIMATED FLOW:
330 GAL X 200% = 660 GAL
USE EXIST. 1000 GAL. TANK
INSTALL:
24 QUIK4'S INFILTRATORS (34"W X 48"L X 12"H)
AND BACKFILL WITH CLEAN SAND FILL PER 310 CMR 15.255
(8.5' X 32')
SOIL CLASSIFICATION ................__1____
DESIGN PERCOLATION RATE ..... .52_ MIN -_/IN.
EFFLUENT LOADING RATE ......... ___74___
REQUIRED LEACHING CAPACITY ..... 220 GALZDAY
LEACHING CAPACITY PROVIDED.....336_ GAL/DAY
(3) ROWS OF (8)INFILTRATORS X 4.73 S.F./L.F.
96 L.F. X 4.73 S.F./L.F.= 454 S.F.
454 S.F. X .74 GPD./S.F.= 336 GPD
336 GPD PROVIDED - 220 GPD REQUIRED = 116 GPD RESERVE
DFMA\r1 1 JA OF SEPTIC SYSTEM DETAIL PAGE
EDWARD '��
DAV
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JANUARY 8, 2015
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SHEET 2 OF 2 J# 1725