HomeMy WebLinkAboutEngineered Plans - 2014LOCUS DATA
CURRENT OWNER: JAMES A. REARDON &
JENNIFER L. JASON
PLAN REFERENCE: Pi. Bk. 266 Pg.32
DEED REFERENCE: Bk. 22494 Pg. 329
ZONING DISTRICT: R-40
FLOOD ZONE: X
ASSESSORS MAP 74
PARCEL 70
OVERLAY DISTRICT: ZONE II
LOT AREA: 30,530 S.F.+
SITE & SEWAGE
COMPONENT REPAIR
#22
CHICKADEE- LANE-
IN
ANEIN
WEST YARMOUTH, MA
DATE: OCTOBER 10, 2014
APPLICANT:
ALAN REARDON
22 CHICKADEE LANE
WEST YARMOUTH, 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. S U RVEY@YAHOO. COM
LOT 3
z
.
EXISTING D—BOX
AND LEACHING PIT
TO BE PUMPED
CRUSHED,FILLED
AND ABNDONED IN
ACCORDANCE WITH
TITLE 5.
EDWARD9c�Gs�
A.
STONE �'
POLE D � POLE
S 82750'40"
105.00
Lnesa5
I
4,� Sye°
SOT 4 LOCATION MAP
Assessors Map 74
Parcel 70
A r e a — 30, 530 s. f.
z
O
LOT 1
w DECK 43.6
Z
J
43.7
v G GP
g g�0 = z p1N�N a 1
RETAIN EXISTING1000 GALLON 1�5
SEPTIC TANKD �,v,NG \ 0
1
428
BM= CORNE
43.5 OF STEP 43.
ELEV. 45.0
43 �2
43.9 30uill ]Health Depart ,--A
,
���CB €)FND/ P, Eft
GER H 3 ° J� 4
w l
43.7 1 Asn^ UTIL
POLE a bate
-
INSPEC. 44 ,�.✓ A/y/-�
3. 44.0 /" /�y�
T/CX ./4'cy'�1 ' 1
PROPOSED 16'x30POR
'
w z LEACHING FIELD
W 4 » >
Ar 0 SCALE 1 = 30
S
13 � 544.7
0 30 60 90
F2.5�
JOB # SM14-11
JOB # : SM14-1
SITE &SEWAGE
COMPONENT REPAIR
#22
CHICKADEE LANE-
IN
ANE
IN
WEST YARMOUTH, MA
DATE: OCTOBER 7, 2014
APPLICANT:
ALAN REARDON
22 CHICKADEE LANE
WEST YARMOUTH, 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 .SURVEY@YAH 00. C 0 M
T
T o 0 o D o 0 0 0 ° 0 0 0
° o ° ° ° ° o °
° o ° ° ° o ° o ° o o
Z ° o o ° ° ° o ° ° ° o °
° ° ° ° ° o o ° ° o ° ° o °
° ° ° ° ° o ° o ° ° ° ° °
° ° ° ° ° ° o o O o
CONSTRUCTION NOTES ° ° ° ° ° °
1. CONTRACTORS/INSTALLERS TO VERIFY GADES AND g' S' 5' 3'
ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING
WORK ON THE SITE. 16'
2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE
WITH DEEDED OR ZONING REGULATIONS. OWNER IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING
MATRERIALS OVER THE SEPTIC TANK IS PROHIBITED.
GENERAL NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE V AND TOWN OF YARMOUTH RULES AND REGULSTIONS
FOR SUBSURFACE SEWAGE DISPOSAL.
2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE
ACCESSIBLE WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE
CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE
UNDER OR WITHIN 10' OF A DRIVEWAY 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 SLOPE OF 0.02 FEET
PER FOOT 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.
S. 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 HAVE 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 SLPOED 1 4 INCH PER FOOT MINIMUM.
12. CHANGES OR EVISIONS TO THIS SEPTIC DESIGN REQUIRE NOTIFICATION
TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW AND APPROVAL.
13. MAGNETIC TAPE OVER ALL COMPONENTS.
336 GPD PROV. > 330 GPD REQ. = 6 GPD
RESERVE
DESIGN PERC RATE 6 MIN./ INCH
LONG TERM APPL. RATE 0.70 GPD/S.F.
NO GARBAGE DISPOSAL ALLOWED
AUGER HOLE #1
0„ EL. 43.7
A LOAMY SAND
6" 10YR 4/2
B LOAMY SAND
22" 7.5YR 5/6
EL. 4 7-9
PERC. @ 38" C COARSE SAND
10YR 6/6
120" EL. 33.7
NO WATER ENCOUNTERED
DATE: 9/4/14
PERFORMED BY: ED STONE, SE 2359
WI TNESS: AMY VON HONE, B.O.H.
DESIGN RATE: 6 rri n. /i n.
RAISE
COVERS TO WITHIN
TO GRATDGENW/SCREW
SYSTEM DESIGN
ELEV. 41.6
6" OF
FINISH
GRADE
ON CAP
F.G. 43.5
F.G. 43.6 F.G.
43.7
EXISTING DESIGN FLOW
id,�f iii tea % 111m. 11A--111A-,11.5i�/
�„ , �, �„
,,, ,, �,,,
, ,, �,
Fitter Fabric
3 BEDROOMS @ 110 GPB/D = 330 GPD
ELEV.
41.4
Set level first 2'
11�z
ELEV. 40.5
V.
40
doub to washed
REQUIRED SEPTIC TANK
I;-10„ -
22'
S' S=0.005 40.8
::
stone
330 x 2 = 660 GAL
14
S=0.03
S=0.01 ° ° ° ° ° ° ° ° ° o ° ° ° ° ° o
8.°°0°°°°°°°°°o°°°o°°.°o°.°°o.°°°.o°o°°°o°°°o°o
° ° ° ° ° ° ° °
ELEV. 39.85
EXISTING 1000 GAL. TANK TO REMAIN
GAS
°°
:6
BAFFLE
30'I
SIZE OF LEACHING FACILITY REQUIRED
ELEV. 40.75
6.15
! ELEV. 33.7
330 ;- 0.70 S.F./GPD = 471 S.F.
ELEV. 40.55 16 X 30
6" MIN
@ END
RETAIN EXISTING
D
-BOX STONE
FIELD
Btm. Auger Hole
SIZE OF LEACHING FACILITY PROVIDED
1000 GALLON
INSPECTION PORT TO
USE A 16' x 30' LEACHING FIELD
SEPTIC TANK
GRADE W SCREW ON CAP
WITH 6" MIN. OF STONE UNDERNEATH
SYSTEM PROFILE
END
VIEW
16' x 30' = 480 S.F.
NOT TO SCALE
480 S.F. x 0.70 GPD/S.F. = 336 GPD
JOB # : SM14-1
SITE &SEWAGE
COMPONENT REPAIR
#22
CHICKADEE LANE-
IN
ANE
IN
WEST YARMOUTH, MA
DATE: OCTOBER 7, 2014
APPLICANT:
ALAN REARDON
22 CHICKADEE LANE
WEST YARMOUTH, 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 .SURVEY@YAH 00. C 0 M
T
T o 0 o D o 0 0 0 ° 0 0 0
° o ° ° ° ° o °
° o ° ° ° o ° o ° o o
Z ° o o ° ° ° o ° ° ° o °
° ° ° ° ° o o ° ° o ° ° o °
° ° ° ° ° o ° o ° ° ° ° °
° ° ° ° ° ° o o O o
CONSTRUCTION NOTES ° ° ° ° ° °
1. CONTRACTORS/INSTALLERS TO VERIFY GADES AND g' S' 5' 3'
ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING
WORK ON THE SITE. 16'
2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE
WITH DEEDED OR ZONING REGULATIONS. OWNER IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING
MATRERIALS OVER THE SEPTIC TANK IS PROHIBITED.
GENERAL NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE V AND TOWN OF YARMOUTH RULES AND REGULSTIONS
FOR SUBSURFACE SEWAGE DISPOSAL.
2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE
ACCESSIBLE WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE
CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE
UNDER OR WITHIN 10' OF A DRIVEWAY 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 SLOPE OF 0.02 FEET
PER FOOT 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.
S. 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 HAVE 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 SLPOED 1 4 INCH PER FOOT MINIMUM.
12. CHANGES OR EVISIONS TO THIS SEPTIC DESIGN REQUIRE NOTIFICATION
TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW AND APPROVAL.
13. MAGNETIC TAPE OVER ALL COMPONENTS.
336 GPD PROV. > 330 GPD REQ. = 6 GPD
RESERVE
DESIGN PERC RATE 6 MIN./ INCH
LONG TERM APPL. RATE 0.70 GPD/S.F.
NO GARBAGE DISPOSAL ALLOWED
AUGER HOLE #1
0„ EL. 43.7
A LOAMY SAND
6" 10YR 4/2
B LOAMY SAND
22" 7.5YR 5/6
EL. 4 7-9
PERC. @ 38" C COARSE SAND
10YR 6/6
120" EL. 33.7
NO WATER ENCOUNTERED
DATE: 9/4/14
PERFORMED BY: ED STONE, SE 2359
WI TNESS: AMY VON HONE, B.O.H.
DESIGN RATE: 6 rri n. /i n.