HomeMy WebLinkAboutEngineered Plans - 2020TBM = EL. 20.5
BULKHEAD FOUNDATION
LEGEND
�--�
PROPOSED CONTOUR
®
PROPOSED SPOT GRADE
--98 --
EXISTING CONTOUR
+ 96.52
EXISTING SPOT GRADE
—W—
EXISTING WATER SERVICE
TEST PIT
TBM = EL. 20.5
BULKHEAD FOUNDATION
19.7
permit %afid to, ItF'.PAIR OF SFFfIC SVSTEM
ONLY, due t„ *,tate anti Local septie var'
Board of health „- le" and approval is required for
any fottuw ,�s,nnonslreoovatinnsfalterat' t to
seewage facildi...,,,1'ar stracturoldo-wel&pg.
Yarmo„[h Itcaith E)epsartment
WiOFht. S'IC y
2 hG
STEVEN W_ Nm
RUMBA
o NO. 35791
SCALE 1" = 20'
SURVEY BY:
WELLER & ASSOC
SOUTH DENNIS
LOCUS
37 DAVIDSON AVE
122
LOCUS MAP
LOCUS INFORMATION
PLAN REF: 152/043
TITLE REF: 24569/349
PARCEL ID: MAP 042 PAR. 032
FLOOD ZONE: 0.2%
COMMUNITY PANEL* 25001CO589J DATED:07/16/14
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
15 SPRUCE STREET
SOUTH YARMOUTH, MA
PREPARED FOR
PAUL & PATRICIA CRISINATI,
READY ROOTER EXC.
FEBRUARY 28, 2020
11
MEYER & SONS INC.
P.O. Box 981
E. SANDWICH, MA 02537
PH. (508)360-3311
fax (774)413-9468
meyerandsonstitle5@gmail.com
SHEET 1 OF 2 J#1697
►-��
19.8
19.G o
19.9
5R
.111.32'
5P
°1.of-
1
t
27'
.?.o.5
WATM
N
(.ACESSPOOL
p
5TH
UV
METER
rrr
O
_OX IN__—c
WATERL
11g
511W
rJTPM
AYFR
O
1619
,.
O
19.G
PORCty
5UNROOM
-'C —
-----
5ERVIGE�'�
t 6A�y
t
-
PROP. 1,50DG
____----
SEPTIC TANK
�
LOT
89
—___---'—
`
AREA = 8663
sf+—
'L4N PCC� 152
Pk.E 043
19.9
F>P mo -P041
PC, 32
19.7
permit %afid to, ItF'.PAIR OF SFFfIC SVSTEM
ONLY, due t„ *,tate anti Local septie var'
Board of health „- le" and approval is required for
any fottuw ,�s,nnonslreoovatinnsfalterat' t to
seewage facildi...,,,1'ar stracturoldo-wel&pg.
Yarmo„[h Itcaith E)epsartment
WiOFht. S'IC y
2 hG
STEVEN W_ Nm
RUMBA
o NO. 35791
SCALE 1" = 20'
SURVEY BY:
WELLER & ASSOC
SOUTH DENNIS
LOCUS
37 DAVIDSON AVE
122
LOCUS MAP
LOCUS INFORMATION
PLAN REF: 152/043
TITLE REF: 24569/349
PARCEL ID: MAP 042 PAR. 032
FLOOD ZONE: 0.2%
COMMUNITY PANEL* 25001CO589J DATED:07/16/14
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
15 SPRUCE STREET
SOUTH YARMOUTH, MA
PREPARED FOR
PAUL & PATRICIA CRISINATI,
READY ROOTER EXC.
FEBRUARY 28, 2020
11
MEYER & SONS INC.
P.O. Box 981
E. SANDWICH, MA 02537
PH. (508)360-3311
fax (774)413-9468
meyerandsonstitle5@gmail.com
SHEET 1 OF 2 J#1697
INV. -17.85
EXIST. SEWER OUTLET
INV. -18.42
9" MIN r
36' MAX
4r LVAD -
LEHM
I OAS BAFFLE
4'SCH404PVC)
INV. -17.60
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING
PIPE INVERTS PRIOR TO CONSTRUCTION.
2) SEPTIC TANK AND D -BOX SHALL
BE SET TRUE TO GRADE ON A MECHANICALLY
COMPACTED SIX INCH CRUSHED STONE BASE AS
SPECIFIED IN 310 CMR 15.221(2).
3) INSTALL PVC INLET/OUTLET TEES IN SEPTIC TANK AS REWIRED.
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE
AS MANUFACTURED BY TUF-TRE, ZABEL OR EQUAL
DESIGN CRITERIA
TTquill
.
zK
=a
BREAKOUT -TOP ELEV.-16.89
INV. ELEV.- 16.50
BOTTOM ELEV.- 15.56
5' MIN. ABOVE BOTTOM OF
T.P. EXCAVATIONOG.W.
(6.21' PROVIDED)
ADJ. GROUNDWATER: EL -9.35 -
SEPTIC SYSTEM PROFILE
KTS
NUMBER OF BEDROOMS: 3 BEDROOM DESIGN
DESIGN FLOW: RESIDENTIAL 3 BEDROOMS O 110 GPD/8R - 330 GPD
DESIGN PERCOLATION RATE <2 MIN/IN SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF)
GARBAGE GRINDER: NO (not designed for garbage grinder)
DISTRIBUTION BOX: USE DB -5 (H20)
SEPTIC TANK: 330 gpd x 200X - 660 gpd USE PROP. 1,5006 SEPTIC TANK
LEACHING AREA REWIRED: (330)/.74 - 445.94 S.F.
PRIMARY S.A.S.
USE 4 ROWS
NOTE MAGNETIC TAPE TO BE PLACED OVER ALL COVERS
NOTE:
TO PREVENT BREAKOUT, THE PROPOSED
SEPTIC TANK
\
FINISH GRADE SHALL NOT BE < EL -16.89
(GENERAL
INSTALL RISERS k COVERS OVER INLET do
PROPOSED D
(CHAMBER)
FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S.
T.O.F. EL�20.50±
OUTLET AND SET TO 6. OF FINISH GRADE
-BOX
INSTALL RISER do COVER
PROPOSED SAS.
TOTAL AREA - 473 SF
F.G. EL
INSTALL LOCKING COVERS IF AT FINISH GRADE
-19.8±
SET TO 6' OF GRADE
INSTALL A 4• DIAMETER INSPECTION PORT OVER
ONE CHAMBER (MIN.) AND SET TO 3' OF F.G.
/-F.G. EL -19.7±
/--F.G. EL' 19.70±
F.G.
EL:- 19.7 (MAX.)
INV. -17.85
EXIST. SEWER OUTLET
INV. -18.42
9" MIN r
36' MAX
4r LVAD -
LEHM
I OAS BAFFLE
4'SCH404PVC)
INV. -17.60
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING
PIPE INVERTS PRIOR TO CONSTRUCTION.
2) SEPTIC TANK AND D -BOX SHALL
BE SET TRUE TO GRADE ON A MECHANICALLY
COMPACTED SIX INCH CRUSHED STONE BASE AS
SPECIFIED IN 310 CMR 15.221(2).
3) INSTALL PVC INLET/OUTLET TEES IN SEPTIC TANK AS REWIRED.
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE
AS MANUFACTURED BY TUF-TRE, ZABEL OR EQUAL
DESIGN CRITERIA
TTquill
.
zK
=a
BREAKOUT -TOP ELEV.-16.89
INV. ELEV.- 16.50
BOTTOM ELEV.- 15.56
5' MIN. ABOVE BOTTOM OF
T.P. EXCAVATIONOG.W.
(6.21' PROVIDED)
ADJ. GROUNDWATER: EL -9.35 -
SEPTIC SYSTEM PROFILE
KTS
NUMBER OF BEDROOMS: 3 BEDROOM DESIGN
DESIGN FLOW: RESIDENTIAL 3 BEDROOMS O 110 GPD/8R - 330 GPD
DESIGN PERCOLATION RATE <2 MIN/IN SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF)
GARBAGE GRINDER: NO (not designed for garbage grinder)
DISTRIBUTION BOX: USE DB -5 (H20)
SEPTIC TANK: 330 gpd x 200X - 660 gpd USE PROP. 1,5006 SEPTIC TANK
LEACHING AREA REWIRED: (330)/.74 - 445.94 S.F.
PRIMARY S.A.S.
USE 4 ROWS
OF 4 -
HI -CAP INFILTRATOR H-20 UNITS -NO STONE
\
BOTTOM AREA
(GENERAL
USE APPROVAL FOR 4.73 SF/LF OF CHAMBER)
(CHAMBER)
16 UNITS
x 6.25 LF x 4.73 SF/LF m 473 SF
TOTAL AREA - 473 SF
DESIGN FLOW
PROVIDED:
0.74GPD/SF(473SF) - 350 GPD > 330 GPD
req'd
INSTALL TWO INSPECTION PORTS (MIN.)
• •R•T•► SYSTEM •►•i
RESTORE VEGETATIVE COVER
EXISTING SUITABLE
MATERIAL
EFFECTIVE WIDTH r 4 x 2.83' - 11.3
USE 4 ROWS OF 4 -HIGH CAPACITY
INFILTRATOR (H20) UNITS
SOIL LOGS
DATE: FEBRUARY 6, 2020
SOIL EVALUATOR: DARREN M. MEYER, IRS, CSE
WITNESS: MALLORY LANGLER, YARMOUTH HEALTH
tiltigl-1/0
Elm TP -1 Dpth
19.70 A 0'
LOAMY SANG
IOYR 4/1
18.88 10'
B LOAMY SAM
1OYR 8/8
17.03
PERO TEST MEDIUM
O EL 15.45 SAND
2.SY 6/4
32'
8.951 1 129'
PERC RATE <2 MlN/K (-Y HM)DN)
GROUNDWATER OBS AT 129', EL 6.95
ZONE: A LEVEL: 0.3 ADJUSTMENT: 0.4' ADJ OW EL 9.35
• L Damn It Myr. R.S., CSG hereby erery that 1 om asasey approved by MAOEP purwud to 310 CMR 18.017
to oonAct eo9 evokohma and Dat the above a*sim bas been prfcnmd by ms aarrIAr. sNh the
re**wnenA of 310 OR 16.017. 1 fu*w arty Mot I have passed the Sol EvaL EAarn In OAobr, ION.
GENERAL NOTES:
I. ALL CHANCES TO THIS PIAN MUST BE APPROVED BY THE LOCA.
BOARD OF HEALTH AND THE OESM ENO•NEQL
2. ALL WORK NO MATERIALS SKILL CONFORM TO THE REOUREMENT3
OF THE SrATE ENMRONMENIAL CODE, TITLE V, NO ANY APPDGIBLE
LOCK RULES NO REDUAIIGNS
3. THE NOT BE B&CKFILLED PRIOR
Bhllm `DALAPPROVAL BYTEM �TIE BOARD HEALTH AM THE
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE
IE BEFO ECCOH6 HEREON 1CROOCONTINUES BE REPORTED TO THE DESIGN
5. AJ_ ELEVATIONS BASED ON ASSUMED DATUM.
S. THE DESIGN ENO•EER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCK BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. DWELLING IS SERVICED BY IBMCpK WATER
B. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
ro A CONDITION AGREED UPON BETWEEN OWNER NND CONTRACTOR.
9. IT SILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
LOCATION OF ALL UNDERGROUND D UTILITIES. PRIOR TO STARTING WORK
10. DMING CESSPOOL TO BE PUMPED. CRUSHED AND FILLED PER TITLE 5.
11. 45 HOUR NOTICE FOR ENGINEER CERTIFICATION
12. THIS PIAN IS TO BE USED FOR SEPTIC MIEN PURPOSES ONLY
AND B NOT TO BE CONSOERFD A PROPERTY LINE SUR&Y
13. NO KNOWN PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING
14. ALL PIPING TO BE 4' SCH 40 O 1/8'/FT (UNLESS SPEC. )
15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW
FOR THE USE OF A GARBAGE GRINDER.
16. NO WETLANDS WITHIN 10D Fr. OF PROPOSED LEACHING
17. INSTALLER TO VERIFY ALL OUTLETS PRIOR TO NSIALLATON.
1 UI
j"Ir 16 „II
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
15 SPRUCE STREET, SOUTH YARMOUTH, MA
Prepared for: Crisinati R ady Rooter Exc.
System Design and SRO Plan by: SCALEDRAWN
MT
MEYER & SONS, INC. N.T.S. DMM O2/E28/2
PONQKWI
E4SrS4AVH," AGA OPG47 I CHECKED SHEET NO.
-AW DMM 2 of 2