HomeMy WebLinkAboutEngineer Plans - 2022LOCUS DATA
CURRENT OWNER SHELENA LEE &
JASON HEALY
PLAN REFERENCE 241-131—F1
DEED REFERENCE 29793-121
ZONING DISTRICT R-40
FLOOD ZONE "X"
ASSESSORS MAP 87
PARCEL 169
OVERLAY DISTRICT STATE ZONE II
LOT AREA 10,500± S.F.
SITE & SEWAGE
REPAIR PLAN
#33
QUARTERUASTER ROW
IN
S. YARMOUTH, MASS
DATE: JANUARY 25, 2022
OWNER/APPLICANT:
JASON HEALY
33 QUARTERMASTER ROW
SOUTH YARMOUTH
MA 02664
SHEET 1 OF 2
PREPARED BY:
EAS SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA 02563
CELL (508) 527-3600
EAS. SU R VEY <QYAH 00. COM
:IIe3FytlLil
fti
PUMP, CRUSH
AND REMOVE EXISTING z
LEACHING PIT IN u
ACCORDANCE WITH _
TITLE 5.
PROPOSED °D` BOX
PUMP, CRUSH —
AND REMOVE EXISTING
'D° BOX
PROPOSED S.A.S.
(28) CHAMBERS
" E 100-
-104
1 1
5' N 1 1
1 1
D.T.H. #1 703
18.7'
GARAGE
` \
E�
EXISTING 1,000 GALLON
SEPTIC TANK TO REMAIN
JAN 2 8 2822
HEALTH DEPT.
3'
70 -
SHEDD
LIVING
ROOM
KITCHEN
BATH
B
BED#1 ED#2
S 80 1?' 44° W 100.00'
BENCHMARK,
TOP OF CONCRETE
BULKHEAD
ELEVATION = 101,57
1 � 1
LOT 53 1 C3 1
10,500± S -F. 11 11
1 1
1 �
Yarmouth Health
6
OpO
N u5E R
'(ONO ST9
"9l
LOCUS
LOCUS MAP
NOT TO SCALE:
►.T►II�7i[iY�
BED#4
BATH
BED#3
c 7L -.—U-1— ,1�1 0 20 30 40
Name Date
GRAPHIC SCALE:
1 INCH = 20 FEET
1
1
t
1
1
,1
1
1
1
t
N
1
1
1
1 1
5' N 1 1
1 1
D.T.H. #1 703
18.7'
GARAGE
` \
E�
EXISTING 1,000 GALLON
SEPTIC TANK TO REMAIN
JAN 2 8 2822
HEALTH DEPT.
3'
70 -
SHEDD
LIVING
ROOM
KITCHEN
BATH
B
BED#1 ED#2
S 80 1?' 44° W 100.00'
BENCHMARK,
TOP OF CONCRETE
BULKHEAD
ELEVATION = 101,57
1 � 1
LOT 53 1 C3 1
10,500± S -F. 11 11
1 1
1 �
Yarmouth Health
6
OpO
N u5E R
'(ONO ST9
"9l
LOCUS
LOCUS MAP
NOT TO SCALE:
►.T►II�7i[iY�
BED#4
BATH
BED#3
c 7L -.—U-1— ,1�1 0 20 30 40
Name Date
GRAPHIC SCALE:
1 INCH = 20 FEET
SILL ELEV. 10.50
INV=EXISITNG
JOB # 22-0102
SITE & SEWAGE
REPAIR PLAN
#ji
QUARTERMASTER ROW
IN
S. YARMOUTH, MASS
DATE: JANUARY 25, 2022
OWNER/APPLICANT:
JASON HEALY
33 QUARTERMASTER ROW
SOUTH YARMOUTH
MA 02664
SHEET 2 OF 2
EAS SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA 02563
CELL (508) 527-3600
EAS. SU R VEY®YAH 00. COM
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 UTIUTIES 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 SEP11C 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.
�-2.83'-+--2.83'--�---2.83'--� -2.83'--I
-11.33'
SIDE VIEW
DATUM:
VERTICAL DATUM:
ASSUMED
BENCH MARK USED:
TOP OF BULKHEAD
ELEVATION 101.57
NO MOTTLING
NO WEEPING
D.T.H. #1 0
DATE: JAN. 13, 2022
GROUND ELEV. 102,+
ADJ G.WATER 90.9
A
LOAMY SAND
10YR 4/4 8"
INDICATES DEEP B
DTH #1 0 TEST HOLE LOAMY SAND
■♦ 138" INDICATES ADJ. GROUNDWATER ELEV = 99.4
NO OBSERVED GROUNDWATER
INDICATES
PERC TEST
GROUNDWATER ADJUSTMENT
DEPTH TO BOTTOM OF HOLE 11.5
VARIANCES REQUESTED
NONE
C
COARSE SAND
10YR 7/6
i3l*TAMWI41L
36"
138"
B.O.H.
PHIL RENAUD
SOIL EVALUATOR
ED. STONE
BACKHOE OPERATOR.
ELLIS BROTHERS
SOIL TYPE: i
PERC RATE: Q MIN. PER INCH
LOADING RATE: 0.74 GAL/SF/MIN
SYSTEM DESIGN
RAISE COVERS TO WITHIN 6" OF FINISH
GRADE
(2) OBSERVATION PORTS TO
DESIGN FLOW
FINISH GRADE.
GRADE / SCREW ON CAP
4 BEDROOMS AT110 GPB/D 4410- GPD
ELEV. 101.6
ELEV. 102.
102.0 GROUND ELEVATION 102.7
REQUIRED SEPTIC TANK
-
��
___�
6'®S= 0.01
3' OF COVER MAX TOP ELEV 99.17
_ 440 x 2 = 880
GAL.
8' ®S= 0.01
4" PVC SCH 40
STRIPOUT TO
"C"
EXISTING SEPTIC TANK = _-1 0QO_GAL.
MIN_3 MAX
TOP OF
99.22 10"TEE 14"TEE
INV.=
'arno
is
HORIZON
SIZE OF LEACHING FACILITY REQUIRED
99.05 6"
PER 310 CMR
GAS BAFFLE
H-20 DB6
15.255 (C)
440 -.0.74 SF/GPD = 596 S.F. MIN. REQ.
4'-i" LIQUID LEVEL
0 -BOX
INV.=98.97
INV98.74 c?
USING 28 ADS H-20 ARC 36 HC CHAMBERS
INV.= 98.80
p
a
UNITS AND NO STONE AROUND
35.0'
V. 97.84
o
USING 28 (4 ROWS OF 7) STONELESS UNITS
USE (28) ADS H-20 ARC 36 HC tO
"ADS H-20 ARC 36 HC" WITH END CAPS
EXISTING 1000 GALLON SEPTIC
CHAMBERS TOTALING 140 LINEAR FEET--ELEV. 90.9
4,8 SF / LF X (5' x 28) = 672 S.F
TANK TO REMAIN
60"04"x16" STONELESS BED FORMATION ADJ. G.WATER
TH#1
=
672 x 0.74 G/SF 497 GPD
( 4 ROW OF SEVEN PANELS)
NO (GARBAGE DISPOSAL / GRINDER ALLOWED)
SITE & SEWAGE
REPAIR PLAN
#ji
QUARTERMASTER ROW
IN
S. YARMOUTH, MASS
DATE: JANUARY 25, 2022
OWNER/APPLICANT:
JASON HEALY
33 QUARTERMASTER ROW
SOUTH YARMOUTH
MA 02664
SHEET 2 OF 2
EAS SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA 02563
CELL (508) 527-3600
EAS. SU R VEY®YAH 00. COM
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 UTIUTIES 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 SEP11C 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.
�-2.83'-+--2.83'--�---2.83'--� -2.83'--I
-11.33'
SIDE VIEW
DATUM:
VERTICAL DATUM:
ASSUMED
BENCH MARK USED:
TOP OF BULKHEAD
ELEVATION 101.57
NO MOTTLING
NO WEEPING
D.T.H. #1 0
DATE: JAN. 13, 2022
GROUND ELEV. 102,+
ADJ G.WATER 90.9
A
LOAMY SAND
10YR 4/4 8"
INDICATES DEEP B
DTH #1 0 TEST HOLE LOAMY SAND
■♦ 138" INDICATES ADJ. GROUNDWATER ELEV = 99.4
NO OBSERVED GROUNDWATER
INDICATES
PERC TEST
GROUNDWATER ADJUSTMENT
DEPTH TO BOTTOM OF HOLE 11.5
VARIANCES REQUESTED
NONE
C
COARSE SAND
10YR 7/6
i3l*TAMWI41L
36"
138"
B.O.H.
PHIL RENAUD
SOIL EVALUATOR
ED. STONE
BACKHOE OPERATOR.
ELLIS BROTHERS
SOIL TYPE: i
PERC RATE: Q MIN. PER INCH
LOADING RATE: 0.74 GAL/SF/MIN