HomeMy WebLinkAbout43 Pine Street Site & Sewage PlanGENERAL NOTES: SOIL TEST LOGS:
A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE. ALLOWED OVER SEPTIC SYSTEM TEST HOLE. 1: EC=53.3±
UNLESS H-20 COMPONENTS ARE USED:
B) THE DESIGNER WILL NOT BE PESPON51BLE FOR THE SYSTEM A5 DESIGNED UN-
LESS CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING_ -:
C.) CONTRACTOR SHALL BE RESPONSIBLE FORVERIFYING THE LOCATION OF ALL -
E
DEPTH FROM
SURFACE-
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE -
(U5DA)
SOIL -
COLOR
(MUN5ELL)
SOIL OTHER- -
MOTTLING
' 0- 12"
A -..:
LOAMY SAND- -
I OYR 3/4
NONE -
! 2-38"
- B
LOAMY SAND
1 OYR 5 8
NONE -
38-132
: CI -.
MEDIUM SAND
1 OYR G
NONE _
UNDERGROUND AND. OVERHEAD UTILITIES PRIOR TO COMMENGEM NT OF WORK.
DATE OF TESTING: 5/22/13 -
/"`
C NOTE.
PERCOLATION RATE: LE55 THAN 2 MIN/INCH IN'C"LAYERS. - - _
.ONSTRUCTION _
WITNESSED BY: KEITH. E. FERNANDES, FE, J.M. OREILLY.4 ASSOCIATES, INC.
- -
- BRUCE MURPHY, DIRECTOR, YARMOUTH HEALTH DEPARTMENT -
L.) ALL CONSTRUCTION -SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE,
NO WATER ENCOUNTERED
TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH_ -
USE A LOADING RATE OF 0.74-GPD/5F FOR SIZING Of SOIL ABSORPTION SYSTEM..
2.) SEPTIC TANK(5), GREASE YRAP(5), D051NG CHAMBER(5) AND DISTRIBUTION-
- LOCUS
--BOX(ES) SHALL BE SET ON A. LEVEL STABLE BASE WHICH. HAS. BEEN MECHANICALLY
- -
COMPACTED, OR ON A G INCH CRUSHED STONE BASE.
- 3.) SEPTIC TANK(5) SMALL MEET ASTM STANDARD C 1 127-93 AND SHALL HAVE
-
. AT LEAST THREE 20" DIAMETER MANHOLES.'. THE MINIMUM DEPTH FROM THE BOT-.
-
TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48" •
p
FLOOR PLAN. p f"1N L /\
_
- 4.) SCHEDULE 40 PVC,INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G'
-
ABOVE THE FLOW UNE Of THE 5EPi1C TANK AND SHALL 13E INSTALLED ON THE
'
NOT TO SCALE
-
ROUTE Ga
CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE.
B) 54.5+
`C)
-
5J RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST
15t floor
51.00
Exlstmg Garagem
. to Be Reodeled -
CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN G" OF
-
. 1 500 GALLON SEPTIC TANK (MIN. ALLOWED)
Into. in Law Suite -
FIN15M GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT.
53.4+
-
enrn
KrtcnEu
-
G.) PIPING SHALL CONSIST OF 4 :SCHEDULE 40 PVC OR EQUIVALENT. FIFE SHALL
BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 1%.
(5) ARC3GHC SIDE' PORT COUPLERS - (SEE SAS DETAIL FOR LOCATION) - -
BED LIVING -
- --
a
30 X 5' (LAY-UP LENGTH) X 4.80' SF/LF= 720 5F -
LIVING
7.) DISTRIBUTION LINES FOR 501L ABSORPTION SYSTEM (AS REQUIRED) SHALL BE
-
§
Vt=(720 SF + 28.1 SF) X 0.74 GPD/SF=553 GPD - �
4" DIAMETER SCHEDULE 40 PVC LAID AT 0.005 PVT. LINE SHALL BE. CAPPED
-
Ie
- - -
-
. AT END ORAS NOTED.
- -
- 8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST
-
- - - -
2 BEFORE PITCHING TO SOIL.AB50PPTION. SYSTEM. WATER TEST DISTRIBUTION
- 2nd. floor
-
BOX TO ASSURE EVEN DISTRIBUTION.
- NOT
t
- DEC)
9.) DISTRIBUTION BOX SMALL HAVE A MINIMUM SUMP OFC" MEASURED BELOW
-
BED
- ONE (1) - NEW 9 OUTLET DISTRIBUTION BOX (H-20. Rated) -
THE OUTLET INVERT. -
_
1500 GALLON I
PLAN BOOK 3G2 PAGE 23
10.) VENT 501L ABSORPTION SYSTEM WHEN DI5TRIBUTION LINES EXCEED 50 FEET;
DEED BOOK 2239G PAGE 17,5
USE 30 ARC 39HC CHAMBER WITH 7.41±
-
B) 20±
WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREA5, -
MAP 123 PARCELI
5.13'
6ED
-
- -
TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED,
7 5.13'
D13-9
9
_
_ I I .) SOIL ABSORPTION SYSTEM SHALL BECOVEREDWITH A MINIMUM OF 9" OF
TF -J/
- CLEAN MEDIUM SAND (EXCLUDING TOPSOIL).
1.2.) FINISH GRADE SHALL BEA.MAXIMUM OF 3G" OVERTHE TOP OF ALLSYSTEM
RB
D -BOX
COMPONENTS, INCLUDING THE SEPTIC TANK; DISTRIBUTION BOX; DOSING CHAMBER
-�
AND. SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER.
INAL INSPECTION BYTHE ENGINEER, 5Y9TEM
FNEM5
OF ell.
(SEE NOTE#15)
13.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL - - _ �, _vu'c-= ® CATCH BASIN
RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL ABSORP-
TION SYSTEM SHALL 13E STAKED AND FLAGGED TO PREVENT THE USE Of SUCH
AREA FOR ALL ACTIVITIE5 THAT MIGHT DAMAGE THE SYSTEM.
14.) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION
BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF TH15 SYSTEM RE- - - / I ,
QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING - - `�
THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE
PERMIT AND APPROVED PIANS- 48 HOURS' ADVANCE NOTICE 15 REQUESTED.
15.) 501L REMOVAL: ALL TOPSOIL AND SUBSOIL SHALL BE REMOVED FOR
A DISTANCE OF 5' FROM THE SOIL ABSORPTION SYSTEM DOWN TO THE CLEAN
SAND LAYER, LAYER C 1; APPROX. 4' BELOW GRADE (SEE: SOIL LOG FOR DETAILS). - -
AREA TO BE BACKFILLED WITH CLEAN SAND AND COMPACTED TO MINIMIZE SETTLING. _ PROPOSED SOIL REMOVAL-
16) EXISTING 1000 GALLON SEPTIC
. TANK SHALL BE PUMPED DRY, CRUSHED, AND
REPLACED WITH A NEW :I 500 GALLON SEPTIC TANK. - - (SEE NOTE # I
17.) EXISTING LEACH PIT SHALL BE PUMPED, FILLED WITH CLEAN SAND, AND ABANDO':`_D. - Existing -1000 Gallon Septic Tank -
18.) PROPOSED PLUMBING ELEVATION SHALL BE REVIEWED AND APPROVED BY MA - - (See Note # I G)
LICENSED PLUMBER PRIOR TO THE SETTING OF ANY SEPTIC COMPONENTS. Ex15tIncJ Leach Pit
(see Note # 17)
i
Op,
BENCH MARK:
F LOW P 'NO/ F I LE , Top of Foundation
EL=5G.3± (Assumed datum)
NOT TO SCALE
24"DIAMETER CONCRETE COVERS 3.OVER5 TOTAL
TOP OF FOUNDATION RAISED TO WITHIN G". Of FINISH. -
1 FIRE HYDRANT
® WELL
x,
m - - DRAINAGE MANHOLE
r.• COniroFrE BCL`ND, FOUND
O _
- TOP OF BANK
-=-k- LIMIT OF WORK
FENCE
EDGE OF CLEARING
QA ec o
♦LD i1 r�LP 1I '
� % f
oa of x \ n ' c.
0°6 3
0
�oD�y(a: „ .� �
4`5
IkErrH
�°I
ERNANDiS w
CIVIL
LOT #I A
Area=40,04G 5F±
GRADE (OR A5 NOTED) 18" PIECE OF #5 REBAR INSTALLED NEXT TO - PLAN 1 ANI
EL=5G.3± (SEE NOTE #5) - INSPECTION PORT FOR .FUTURE LOCATION - - - L!"11 V - -
-: Proposed EL= 54.G± , FroFo5cd-EL=54.0+ : Proposed EL= 54.0 (MAX) - SCALE 1 "=30'
X a' PVC INSPECTION . ���\THIS AREA IS SERVED
FORT Wl SCREW CAP - - - - -
�� 52.9± RAISED TO WITHIN - 3G" Proposed 52.9± TOWN WATER.
3" OF GRADE. 510 (9" Mm 3GTI Max) -
Yarmouth;
5Y5TEM DESIGN CALCULATIONS:
v MA
SEWAGE DESIGN FLOWN
- LOCUS
PROPOSED 5 BEDROOM DWELLING @ 1 10 GPD 550 GPD
LEACHING CAPACITY REQUIRED:.. "
3
5 BEDROOM (MAX'.) @ I 10 GPD = 550 GPD REQUIRED "
-
SEPTIC TANK CAPACITY REQUIRED:.
- 14"
ROUTE Ga
DAILY FLOW =. 55 GPD. @ 200% _. 1 100 GAL. REQUIRED
B) 54.5+
`C)
-
- - SEPTIC TANK CAPACITY PROVIDED: -
51.00
+
50.G"
50.83
-
. 1 500 GALLON SEPTIC TANK (MIN. ALLOWED)
v
-
LEACHING CAPACITY PROVIDED: -
53.4+
- - -
(30) APC 3GHC CHAMBER.- IN FIELD CONFIGURATION (SEE SAS DETAIL)
(5) ARC3GHC SIDE' PORT COUPLERS - (SEE SAS DETAIL FOR LOCATION) - -
: -49.7+
a
30 X 5' (LAY-UP LENGTH) X 4.80' SF/LF= 720 5F -
.LOCUS
5 X 1. 17`(LAY-UP. LENGTH) X 4.80' 5F/LP= 28.1 SF
-
§
Vt=(720 SF + 28.1 SF) X 0.74 GPD/SF=553 GPD - �
-
Ie
- - -
- 553 GPD>550 GPD REQUIRED - - - -
'5EE NOTE
- -
_ NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THIS DESIGN
GAS BAFFLE
INSTALL:
..
ONE (1) - NEW 1 500 GALLON SEPTIC TANK 'I
- NOT
TO SCALE '
THIRTY (30)- NEW ARCH 3GHC LEACH .FIELD CHAMBERS WITH END CAFS AND SPLASH PADS
FIVE (5)- NEW ARCH 3GHC SIDE PORT COUPLERS -
- ONE (1) - NEW 9 OUTLET DISTRIBUTION BOX (H-20. Rated) -
-
_
1500 GALLON I
PLAN BOOK 3G2 PAGE 23
DEED BOOK 2239G PAGE 17,5
USE 30 ARC 39HC CHAMBER WITH 7.41±
-
B) 20±
ASSESSORS'
MAP 123 PARCELI
5.13'
2 +
5 ARCH 3GHC SIDE PORT COUPLERS
-
7 5.13'
D13-9
9
- IN FIELD CONFIGURATION (SEE SAS DETAIU
LEGEND
TF -J/
NOTE:
RB
D -BOX
PROPOSED SOIL REMOVAL -i '
-�
INAL INSPECTION BYTHE ENGINEER, 5Y9TEM
FNEM5
EXISTING CONTOUR
(SEE NOTE#15)
-H
_
-
E COMPLETE INCLUDINGBUILDUP FOR COVERS.
32
PROPOSED CONTOUR
- - --
2B8'
x12.34
FX15TINGSPOTGRADE
z� ?
•'"' 2.88' 14..4'
24x5
PROPOSED SPOT GRADE
-b"'
" 2.88'
- W=
WATER SERVICE LINE
=_ .:
2.88'
-o-=
OVERHEAD UTILITY SERVICE
j i. ,, ; / /
-U-
UNDERGROUND UTILITY SERVICE
- P-
GAS SERVICE LINE
INSPECTION
Q
TEST HOLE / BORING LOCATION
-. ARCH 3GHC S1DE PORT - ARCH 3GHC
ST '.
SEPTIC TANK- -
PORT COUPLER CHAMBER
-
-
'DB
DISTRIBUTION BOX -
hh SAS DETAIL:.
SAS
SOIL AE35ORPTION SYSTEM
-
Reserve
RESERVED FOR FUTURE -
26� SCALE: 1 " = 20'
a
UTILITY POLE
13.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL - - _ �, _vu'c-= ® CATCH BASIN
RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL ABSORP-
TION SYSTEM SHALL 13E STAKED AND FLAGGED TO PREVENT THE USE Of SUCH
AREA FOR ALL ACTIVITIE5 THAT MIGHT DAMAGE THE SYSTEM.
14.) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION
BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF TH15 SYSTEM RE- - - / I ,
QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING - - `�
THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE
PERMIT AND APPROVED PIANS- 48 HOURS' ADVANCE NOTICE 15 REQUESTED.
15.) 501L REMOVAL: ALL TOPSOIL AND SUBSOIL SHALL BE REMOVED FOR
A DISTANCE OF 5' FROM THE SOIL ABSORPTION SYSTEM DOWN TO THE CLEAN
SAND LAYER, LAYER C 1; APPROX. 4' BELOW GRADE (SEE: SOIL LOG FOR DETAILS). - -
AREA TO BE BACKFILLED WITH CLEAN SAND AND COMPACTED TO MINIMIZE SETTLING. _ PROPOSED SOIL REMOVAL-
16) EXISTING 1000 GALLON SEPTIC
. TANK SHALL BE PUMPED DRY, CRUSHED, AND
REPLACED WITH A NEW :I 500 GALLON SEPTIC TANK. - - (SEE NOTE # I
17.) EXISTING LEACH PIT SHALL BE PUMPED, FILLED WITH CLEAN SAND, AND ABANDO':`_D. - Existing -1000 Gallon Septic Tank -
18.) PROPOSED PLUMBING ELEVATION SHALL BE REVIEWED AND APPROVED BY MA - - (See Note # I G)
LICENSED PLUMBER PRIOR TO THE SETTING OF ANY SEPTIC COMPONENTS. Ex15tIncJ Leach Pit
(see Note # 17)
i
Op,
BENCH MARK:
F LOW P 'NO/ F I LE , Top of Foundation
EL=5G.3± (Assumed datum)
NOT TO SCALE
24"DIAMETER CONCRETE COVERS 3.OVER5 TOTAL
TOP OF FOUNDATION RAISED TO WITHIN G". Of FINISH. -
1 FIRE HYDRANT
® WELL
x,
m - - DRAINAGE MANHOLE
r.• COniroFrE BCL`ND, FOUND
O _
- TOP OF BANK
-=-k- LIMIT OF WORK
FENCE
EDGE OF CLEARING
QA ec o
♦LD i1 r�LP 1I '
� % f
oa of x \ n ' c.
0°6 3
0
�oD�y(a: „ .� �
4`5
IkErrH
�°I
ERNANDiS w
CIVIL
LOT #I A
Area=40,04G 5F±
GRADE (OR A5 NOTED) 18" PIECE OF #5 REBAR INSTALLED NEXT TO - PLAN 1 ANI
EL=5G.3± (SEE NOTE #5) - INSPECTION PORT FOR .FUTURE LOCATION - - - L!"11 V - -
-: Proposed EL= 54.G± , FroFo5cd-EL=54.0+ : Proposed EL= 54.0 (MAX) - SCALE 1 "=30'
X a' PVC INSPECTION . ���\THIS AREA IS SERVED
FORT Wl SCREW CAP - - - - -
�� 52.9± RAISED TO WITHIN - 3G" Proposed 52.9± TOWN WATER.
3" OF GRADE. 510 (9" Mm 3GTI Max) -
RE CE �E D
J'U" 14 2013
YARMOUTH '
OLD KINGS HIGHWAY
UP#48-7 �- �Nkr 48725
QFSTERE� r�Q
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2 _ C--
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T I 1, B
0 30�m G0 90
SCALE 1 "=30'
G:IAAJOb5\Tulelka Budding Compan�AThacher#G75GWwg\G75G5d5:d
L) el a uI ding Company
125 Berk5hlre Trail, West Barnstable, MA 02GG5
SITE I SEWAGE DISPOSAL SYSTEM DESIGN
Th cher Pe5ldence, 43 Fine Street, Yarmouth, MA
J.M. OTEILLY & ASSOCIATES, INC.
Professional Engineering & Land Surveying Services
1573 Main Street Route 6A
P.O. Hoa 1773
(508)896-6601 Office Brewster, MA'. 02631 ..(508)896-6602 Fax
DATE: SCALE: BY: CHECK: JOB. NUMBER:
G/4/ 13 As Noted KEF JMO JMO-G756
A53.3+
51..75Ip
iO
- IG"-
- 14"
51.50
B) 54.5+
`C)
51.00
+
50.G"
50.83
-
-
53.4+
40' I
: -49.7+
(PIZOPOSED)
2"
DROP
'5EE NOTE
" -
GAS BAFFLE
5TONELE55 SYSTEM
#18
A) 18±4
1500 GALLON I
Longest Run
USE 30 ARC 39HC CHAMBER WITH 7.41±
-
B) 20±
}- 25'±
SEPTI C TANK'
2 +
5 ARCH 3GHC SIDE PORT COUPLERS
-
'C 17+
D13-9
9
- IN FIELD CONFIGURATION (SEE SAS DETAIU
NOTE:
RB
D -BOX
- (SIDE VIEW) - -
E42.3.± BOTTOM OF TEST PIT #1
INAL INSPECTION BYTHE ENGINEER, 5Y9TEM
FNEM5
H-20
- LEACHING FIELD
E COMPLETE INCLUDINGBUILDUP FOR COVERS.
-
- - --
.
- 31.4p z 14.4'x 0.9' -
RE CE �E D
J'U" 14 2013
YARMOUTH '
OLD KINGS HIGHWAY
UP#48-7 �- �Nkr 48725
QFSTERE� r�Q
AL EMG
VJ
2 _ C--
��� 13-Aa76
T I 1, B
0 30�m G0 90
SCALE 1 "=30'
G:IAAJOb5\Tulelka Budding Compan�AThacher#G75GWwg\G75G5d5:d
L) el a uI ding Company
125 Berk5hlre Trail, West Barnstable, MA 02GG5
SITE I SEWAGE DISPOSAL SYSTEM DESIGN
Th cher Pe5ldence, 43 Fine Street, Yarmouth, MA
J.M. OTEILLY & ASSOCIATES, INC.
Professional Engineering & Land Surveying Services
1573 Main Street Route 6A
P.O. Hoa 1773
(508)896-6601 Office Brewster, MA'. 02631 ..(508)896-6602 Fax
DATE: SCALE: BY: CHECK: JOB. NUMBER:
G/4/ 13 As Noted KEF JMO JMO-G756