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PLAN REFERENCE 348-20
No.28980
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LOCUS
DEED REFERENCE 24348-275
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ZONING DISTRICT R-40
EXIT 8
LOCUS MAP
FLOOD ZONE "X"
NOT TO SCALE:
1
2$ E 18-3.54
ASSESSORS MAP 108
15-0126
N 79.43
PARCEL 43-C3B
OVERLAY DISTRICT ZONE II
LOT AREA 22,543± S.F.
18. s'
EXISTING SEPTIC
SYSTEM TO REMAIN
COMPONENT
REPLACEMENT PLAN
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UNIT 3A UNCHANGED
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UNIT 3S
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,7/40,
DES'S HILL ROAD
DECK
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IN
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YARMOUTH, MASS
38.9'
EXISTING LEACHING
PROPOSED NEW SYSTEM TO REMAIN 0 T
U'
.3 0
D=BOX AND 1500 UNCHANGED
DATE: SEPT. 16, 2015
GALLON PLASTIC 22,543±
S.F.
SEPTIC TANK
OWNER/APPLICANT:
R c.te-,
AR LI N E LOWEN TH AL
DECK PUMP. CRUSH AND
Yarmouth Health E
�Z�'' D E B' S HILL ROAD
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ABANDON EXISTING SEPTIC
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YARMOUTH PORT
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� PROC.O.P. TANK WHERE POSSIBLE.
MA 02675
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97.9'
Name
UNIT 3B
SHEET 1 OF 2
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PREPARED BY:
EAS SURVEY, INC.
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22.2'
P.O. BOX 1729
SANDWICH, MA 02563
S 75432$ 0
20 30 40
PH. (508) 888-3619
CELL (508) 527-3600
GRAPHIC SCALE:
EAS.SURVEY@YAHOO.COM
1 INCH = 20 FEET
20" NORWESCO SELFLOCKING
COVERS TO FINISH GRADE
SILL ®EL. 112.80
FINISH GRADE FINISH GRADE
ELEV. 112.40 ELEV. 112.2
PROP. / //G��
C.O. TOP = 110.7
12' OF 4" PVC
SCH 40 2 MI -'3' MAX 2'®S=0.04
INV.= XISTING INV.=
110.00 10"TEE 14"TEE INV.=
5'-63" INSTALL 109.75
4'-9" GAS BAFFLE 4'-6"
4'-0" LIQUID LEVEL /
BOTTOM L
L 0 0. " 105.25
PROPOSED 1,500 GAL SEPTIC TANK
SET ON LEVEL STABLE BASE
NORWESCO POLYETHYLENE 11' -11"x4' -7"x5'-6"
COMPONENT
REPLACEMENT PLAN
#40, UNIT 3B
DEB'S HILL ROAD
IN
YARMOUTH, MASS
DATE: SEPT. 16, 2015
OWNER/APPLICANT:
ARLINE LOWENTHAL
DEB'S HILL ROAD
YARMOUTH PORT
MA 02675
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
RAISE COVERS TO WITHIN 6" OF FINISH GRADE
/6"
3 OUTLET
H-10 DB3
VV.=109.67
INV.= 109.50
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 COMPONENT DESIGN REQUIRE NOTIFICATION
TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW
AND APPROVAL.
13. MAGNETIC TAPE ON ALL COMPONENTS.
DATUM:
VERTICAL DATUM: AS -BUILT TOP OF FOUNDATION 9/24/86
BENCH MARK USED: ELEVATION 112.80
I
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, DISTRIBUTION BOX AND
S.A.S. AREA IS PROHIBITED
FINISH GRADE
ELEV.
112.2
GROUND ELEVATION 112.2
10'os= 0.10
EXISTING LEACHING PIT
TO
REMAIN
109.2
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INV.= 108.4±
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DATUM:
VERTICAL DATUM: AS -BUILT TOP OF FOUNDATION 9/24/86
BENCH MARK USED: ELEVATION 112.80
I
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, DISTRIBUTION BOX AND
S.A.S. AREA IS PROHIBITED