HomeMy WebLinkAboutEngineered Plans - Rev. 2015LOCUS DATA
CURRENT OWNER ESTATE OF
JOYCE RING
PLAN REFERENCE 206-41
DEED REFERENCE 1790-165
ZONING DISTRICT R-25
FLOOD ZONE
"X"
ASSESSORS MAP
86
PARCEL
45
OVERLAY DISTRICT
ZONE II
LOT AREA
11,584± S.F.
SITE & SEWAGE
REPAIR PLAN
,#602
WEST )" RMOU TH RD.
IN
W. YARMOUTH, MASS
DATE: JAN. 12, 2015
REV: FEB 20, 2015
OWNER/APPLICANT:
LEIGH CARLSON
602 W. YARMOUTH RD
MA 02673
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
NOTE:
ABUTTING BUILDINGS
ARE MORE THAN 20'
FROM THE PROPOSED
SEPTIC SYSTEM.
REMOVE TREES
NEAR AND IN
LEACHING AREA
PROPOSED 1500
GALLON SEPTIC
TANK ---\
LOT 25 „ w 14° ° 5
S �p2p X53` D
/ 5'
\ \ #602
+ \ EXISTING PATIO
I \ L 0 T 26 \ 4DBEDROOM
11,584± S.F.
I A
C
Tim
EXISTING CESSPOOL(S)
TO BE PUMPED,
CRUSHED AND
ABANDONED IN
ACCORDANCE WITH
TITLE 5.
�\\LOT 29
PROPOSED
I LEACHING
\CHAMBERS
Z 11.0'x37.5'
A.
6 00
C \ �
FILLED
e I D
POOL `
.7' ,n
� r r '�
r
DTH #1
iw\oE
BENCHMARK:
CORNER OF
\ CONCRETE PATIO
h ELEV. = 53.80
J
Date
100' WIDE ELECTRIC
�. EASEMENT
LOT 28
D
OLD TOWNHOUSE RD.
0
a
0
SHED
ermit. valid for REPAli )F Si j-1 C 5
0
LOCUS
rn
LY; dpe, to State ' l/L":al sc r i riances.
Bo ,rd of l�lealth-reviea+rrid approval � r Uirt�foT
/
p�' 4j
hrcnuvation-id" el tiuu,
an _ future add$/-structui
'e
�
Q
sew facilities antesldIell' /)
�
°`a EDWARD
/
Yarmouth Neaith Depa tt►► °t
/
A.
STONE
LOT 27
�No. 289
L vkA 'd -G
A
J
Date
100' WIDE ELECTRIC
�. EASEMENT
LOT 28
D
OLD TOWNHOUSE RD.
0
a
0
0
0
LOCUS
rn
On
Ln
N
Q
o
CONSTANCE AVE.
o
LOCUS MAP
NOT TO SCALE:
15-0101
PATIO
BED#1 I BATHI DINING KIT.
BED#2 �4 LIVINGROOM
pat"amamploam
BATH
BED#3 BED#4
5
40
GRAPHIC SCALE:
1 INCH = 20 FEET
OF FOUNDATION
54.23
_- _- - 53.8
=1 4" PVC
13' OSO.14
1'o5=0.02 TOP ELEV 50.00
OL.
INV.=
4" PVC 40 18'OS=0.01 Op000 0 o Op000 0
2 MI-„ N 3, X
49.57
X_
5'-7"
INSTALL
6" NO 0000 0 o O00°O
4'-6
1/2
40
4'-1"
LIQUID LEVEL
H-10 D63
S.A.S. (11.0' x 37.5')
4 BAND
INV.= 49.35 O ci
STAINLESS
INV.= 49.18 x Li
STEEL
CONNECTOR
JOB # 15-0101
SE COVERS TO WITHIN 6" OF FINISH GRADE
FINISH GRADE
ELEV. 53.2 FINISH GRADE
ELEV. 53.1 ELEV. 53.0500
END CHAMBER RISER(S)
RAISE BOTH TO WITHIN 6'
OF FINISH GRADE
52.8
MIN. -3' MAX. COVER
6" BASE OF CRUSHED STONE
OR MECHANICALLY COMPACTED
1,500 GALLON
PRECAST CONCRETE
SEPTIC TANK
SITE & SEWAGE
REPAIR PLAN
,602
WEST Y'1 RMOU TH RD.
IN
W. YARMOUTH, MASS
DATE: JAN. 12, 2015
REV: FEB 20, 2015
OWNER/APPLICANT:
LEIGH CARLSON
602 W. YARMOUTH RD
MA 02673
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
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 CHATHAM 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.
SYSTEM DESIGN
DESIGN FLOW
4 BEDROOMS AT 110 GPB/D 440 GPD
REQUIRED SEPTIC TANK
440 x_2 __ = _____880 GAL.
SEPTIC TANK PROVIDED = _ 1500 -GAL.
SIZE OF LEACHING FACILITY REQUIRED
DESIGN PERC RATE ___<L____MIN.
LONG TERM APPL. RATE-2•_74-GPD/S.F.
SIZE OF LEACHING SYSTEM PROVIDED:
47.00 440 + 0.74 SF/GPD = 595 S.F. MIN. REQ.
USING H-20 CONCRETE LEACHING CHAMBERS
41,9 WITH 4' OF STONE ON ENDS
3' OF STONE ON SIDES
00000 0 0 00000
O OO c� o O O O
oO O 000
°o°00 0 °o°o°°O
�-- 3.0' -�-�-- 5.0'
�-- 11.0' -
SIDE VIEW
`t"OFMgSsgo DATUM:
EDWARD ti�
A �'� VERTICAL DATUM:
ON YARMOUTH GIS±
ST
ON
BENCH MARK USED:
TOP OF CONCRETE PATIO AT REAR
OF HOUSE. ELEVATION 53.80
10 LA j DTH #1 ja INDICATES DEEP
TEST HOLE
BOTTOM (11.0' x 37.5') = 412 S.F.
SIDE WALL (11.0' + 37.5') 2x2 = 194 S.F
606 S.F.
606 S.F.x 0.74 G/SF = 449 GPD
459 GPD PROV > 440 GPD REQ. = 19 GPD RES.
NO (GARBAGE DISPOSAL /GRINDER ALLOWED)
132" INDICATES ADJ. GROUNDWATER
- NO OBSERVED GROUNDWATER
INDICATES
PERC TEST
GROUNDWATER ADJUSTMENT
DEPTH TO BOTTOM OF HOLE 11.0'
VARIANCES REQUESTED
TITLE 5.
1.) TO ALLOW THE LEACHING AREA TO BE 16' FROM A
FOUNDATION WALL IN LIEU OF 20'
2.) TO ALLOW THE SEPTIC TANK TO BE 5' FROM THE
BULKHEAD IN LIEU OF 10'.
TOWN OF YARMOUTH
3.) TO ALLOW THE LEACHING FIELD TO BE 58' FROM A
DRAIN LINE IN LIEU OF 100'
D.T.H. #1 ib
DATE: 12/4/2014
GROUND ELEV. 52.9
ADJ G.WATER 54.8
FILL
B4ND
24"
L
Y SR 542"
ELEV = 4
251
C
MEDIUM SAND
10YR 6/6
NO G.WATER 1 132"
ELEV = 41.9
B.O.H.
AMY VON HONE
SOIL EVALUATOR
ED. STONE
BACKHOE OPERATOR.
LARRY ELLIS
SOIL TYPE: 1
PERC RATE: <2 MIN. PER INCH
LOADING RATE: 0_74 GAL/SF/MIN
1'o5=0.02 TOP ELEV 50.00
OL.
4" PVC 40 18'OS=0.01 Op000 0 o Op000 0
2 MI-„ N 3, X
INV.= OOOOO o o p00�0p0 i�
49.37
10"TEE
14"TEE
INSTALL
6" NO 0000 0 o O00°O
GAS BAFFLE
3 OUTLET
THREE 5' -0"x8' -6"x3'-0" CHAMBERS
4'-1"
LIQUID LEVEL
H-10 D63
S.A.S. (11.0' x 37.5')
INV.= 49.35 O ci
INV.= 49.18 x Li
INVa
.=49.00
BOT. 45.03 LO o
ui ori
6" BASE OF CRUSHED STONE
OR MECHANICALLY COMPACTED
1,500 GALLON
PRECAST CONCRETE
SEPTIC TANK
SITE & SEWAGE
REPAIR PLAN
,602
WEST Y'1 RMOU TH RD.
IN
W. YARMOUTH, MASS
DATE: JAN. 12, 2015
REV: FEB 20, 2015
OWNER/APPLICANT:
LEIGH CARLSON
602 W. YARMOUTH RD
MA 02673
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
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 CHATHAM 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.
SYSTEM DESIGN
DESIGN FLOW
4 BEDROOMS AT 110 GPB/D 440 GPD
REQUIRED SEPTIC TANK
440 x_2 __ = _____880 GAL.
SEPTIC TANK PROVIDED = _ 1500 -GAL.
SIZE OF LEACHING FACILITY REQUIRED
DESIGN PERC RATE ___<L____MIN.
LONG TERM APPL. RATE-2•_74-GPD/S.F.
SIZE OF LEACHING SYSTEM PROVIDED:
47.00 440 + 0.74 SF/GPD = 595 S.F. MIN. REQ.
USING H-20 CONCRETE LEACHING CHAMBERS
41,9 WITH 4' OF STONE ON ENDS
3' OF STONE ON SIDES
00000 0 0 00000
O OO c� o O O O
oO O 000
°o°00 0 °o°o°°O
�-- 3.0' -�-�-- 5.0'
�-- 11.0' -
SIDE VIEW
`t"OFMgSsgo DATUM:
EDWARD ti�
A �'� VERTICAL DATUM:
ON YARMOUTH GIS±
ST
ON
BENCH MARK USED:
TOP OF CONCRETE PATIO AT REAR
OF HOUSE. ELEVATION 53.80
10 LA j DTH #1 ja INDICATES DEEP
TEST HOLE
BOTTOM (11.0' x 37.5') = 412 S.F.
SIDE WALL (11.0' + 37.5') 2x2 = 194 S.F
606 S.F.
606 S.F.x 0.74 G/SF = 449 GPD
459 GPD PROV > 440 GPD REQ. = 19 GPD RES.
NO (GARBAGE DISPOSAL /GRINDER ALLOWED)
132" INDICATES ADJ. GROUNDWATER
- NO OBSERVED GROUNDWATER
INDICATES
PERC TEST
GROUNDWATER ADJUSTMENT
DEPTH TO BOTTOM OF HOLE 11.0'
VARIANCES REQUESTED
TITLE 5.
1.) TO ALLOW THE LEACHING AREA TO BE 16' FROM A
FOUNDATION WALL IN LIEU OF 20'
2.) TO ALLOW THE SEPTIC TANK TO BE 5' FROM THE
BULKHEAD IN LIEU OF 10'.
TOWN OF YARMOUTH
3.) TO ALLOW THE LEACHING FIELD TO BE 58' FROM A
DRAIN LINE IN LIEU OF 100'
D.T.H. #1 ib
DATE: 12/4/2014
GROUND ELEV. 52.9
ADJ G.WATER 54.8
FILL
B4ND
24"
L
Y SR 542"
ELEV = 4
251
C
MEDIUM SAND
10YR 6/6
NO G.WATER 1 132"
ELEV = 41.9
B.O.H.
AMY VON HONE
SOIL EVALUATOR
ED. STONE
BACKHOE OPERATOR.
LARRY ELLIS
SOIL TYPE: 1
PERC RATE: <2 MIN. PER INCH
LOADING RATE: 0_74 GAL/SF/MIN