HomeMy WebLinkAboutEngineered Plan - 2015SYSTEM PROFILE
(NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
55.0'
MINIMUM .75' OF COVER OVER PRECAST
53.3'j 1 4"OSCH40 PVC
PIPES LEVEL 1 ST 2
,•; ` ;
10" EXISTING 14"
TEE SEPTIC TANK** TEE 51.9±*'"`
Roil:
oUoouooGAS BAFFLE ::' oo'oo
FOUNDATION EXIST. SEPTIC. TANK
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
LEGEND
99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-[99]-
PROPOSED CONTOUR
198•41
PROPOSED SPOT EL.
TH1
�a
tucket oa e
TEST HOLE
2�
SLOPE OF GROUND
UTILITY POLE
VY C
FIRE HYDRANT -- -
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: PHIL RENAUD
DATE: 5/28/15
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV.
1
0" 53.8'
A
LS
4" 1OYR 4/2
B
SL
1 1 " 1 OYR 5/4 52.9'
C
PERC
CS
2.5Y 7/6
126" I 143.3'
NO GROUNDWATER ENCOUNTERED
LICE #15-111
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
PROVIDE INSPECTION PORTS TO
WITHIN 3" OF FINISH GRADE
2% SLOPE REQUIRED OVER SYSTEM
51.8' 1 51.63' 50.93' WATER -TEST D'BOX
FOR LEVELNESS
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF UNITS: 24' X 11.3'
COMPACTION. (15.221 [2]) (NO STONE PROPOSED)
( 1 % SLOPE) (1 % SLOPE) 7.2'
10' D' BOX 5' LEACHING
FACILITY
**INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT BOTTOM TH 1 EL. 43.3'
1000 GALLONS AND ITS SUITABILITY FOR RE -USE. REPLACE
WITH 1500 GALLON H-10 SEPTIC TANK IF NOT SUITABLE (OR H-20 _
SEPTIC TANK IF IT WILL BE SUBJECT TO VEHICLE LOADING &/OR > 3' BELOW GRADE). permit valicD for REPAIR OT•1' SEPTIC SYSTEM
ONLY, due to State and 104-31 septic variances.
Board of health review and
approval is reyuircd for
any future additions/renovations/alterations to
sewage facilities and/or structw es/dwelling.
Yarmouth Ilealth ITel�artment /
NOTES
1. DATUM IS ASSUMED
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H -M
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR
CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING .DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES. PRIOR TO COMMENCEMENT OF
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED.
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 134 PARCEL 78
VARIANCES REQUESTED:
UNDER MAX. FEASIBLE COMPLIANCE 15.405:
(1b): REDUCTION IN SETBACK SAS TO FOUNDATION
(20' TO 16.5')
SYSTEM DESIGN:
50.60
x51.67 GARBAGE DISPOSER IS NOT ALLOWED
Date1 . .
17 j DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 110 GPD
USE A 330 GPD DESIGN FLOW
i 1.0
_ J j 4 54.37 LARGE EVERGREEN SEPTIC TANK: 330 GPD (2) = 660
L �
1_XTYP.� 1 \ ( ) RE -USE EXISTING SEPTIC TANK**
�$
x�9.64� 1� / 3 ,�
' - �.. _.. - , _,^� ! ate.!; •.;;; _ _�, � .�r4-��` 1 :F rbr _ - .. - __. - ----. _- _--•---- - -- -. _- .. - -- --..._____._..-.- _.---- -- -- - --- ---- --
LEACHING• -
�o.V,
'0 4:72 SF LF x 4' LENGTH =' 18.88 SF .PER STD.
P.
26 $ P ��� �;�, •. Vin, QUICK 4 UNIT
54,1 330 GPD/0.74 GPD/SF = 446 SF LEACHING
/ I
4 �� �0 -��'��-,�,�y� x ;Z..`� � 3 REQ'D
.49.7 " 49.84 12 \ yPFs\
.,
P \ =.f ti, 446 SF/18.88 SF/UNIT 23.6 UNITS
8.64 \: IVV
, x 4474
54.36
x'S -1
"
54.61 THEREFORE, USE GRAVELLESS SYSTEM OF (24)
\5 0 O 4 STANDARD QUICK4 UNITS IN FIELD CONFIGURATION
/ 52 PAVED DRIVE x'3.07 x/� 54.46 OF 4 ROWS OF 6 UNITS
.S3 X3.09 p
5 0/ / 0A
\ r •� 3.
2.68 53 3.a 553 3 3 93 0- 24 UNITS x 18.88 SF/UNIT = 453 SF> 446 SF
b 4. 2 GJ54.47 453 SF (0.74 GPD/SF) = 335 GPD (OK)
X2.41 �t4� -
\ / 54.07
� .47 1 54.60
BENCHMARK 54.32vV
BOTTOM OF STEP
AT LANDING GARAGE ✓f
EL. = 54.0'
Scale: 1"= 20'
0 10 20 30 40 50 FEET
S
o�
LOT 22
11,441± SF
V
�C @ ME 0FIR D
JUN 1 7015
HEALTH
I
EXISTING
DWELLING
TOF = 55.0
DECK
x
5-2�
DATE
54.33
DANIEL A. OJALA, P.E., P.L.S.
, MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF.
771 ROUTE 6A
YARMOUTHPORT, MA
PREPARED FOR
MARY VIOLET
DATE: MAY 29, 2015
off 508-362-4541
fax 508-362-9880
I downcape.com
00Wn tape engineering, int.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
15-111 VIOLET.DWG
King's
Way
a�
0J O
�a
�a
tucket oa e
c
0
Locu
o�
o en
0
to pe
�h Mill
Pond
v�
ooa
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 134 PARCEL 78
VARIANCES REQUESTED:
UNDER MAX. FEASIBLE COMPLIANCE 15.405:
(1b): REDUCTION IN SETBACK SAS TO FOUNDATION
(20' TO 16.5')
SYSTEM DESIGN:
50.60
x51.67 GARBAGE DISPOSER IS NOT ALLOWED
Date1 . .
17 j DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 110 GPD
USE A 330 GPD DESIGN FLOW
i 1.0
_ J j 4 54.37 LARGE EVERGREEN SEPTIC TANK: 330 GPD (2) = 660
L �
1_XTYP.� 1 \ ( ) RE -USE EXISTING SEPTIC TANK**
�$
x�9.64� 1� / 3 ,�
' - �.. _.. - , _,^� ! ate.!; •.;;; _ _�, � .�r4-��` 1 :F rbr _ - .. - __. - ----. _- _--•---- - -- -. _- .. - -- --..._____._..-.- _.---- -- -- - --- ---- --
LEACHING• -
�o.V,
'0 4:72 SF LF x 4' LENGTH =' 18.88 SF .PER STD.
P.
26 $ P ��� �;�, •. Vin, QUICK 4 UNIT
54,1 330 GPD/0.74 GPD/SF = 446 SF LEACHING
/ I
4 �� �0 -��'��-,�,�y� x ;Z..`� � 3 REQ'D
.49.7 " 49.84 12 \ yPFs\
.,
P \ =.f ti, 446 SF/18.88 SF/UNIT 23.6 UNITS
8.64 \: IVV
, x 4474
54.36
x'S -1
"
54.61 THEREFORE, USE GRAVELLESS SYSTEM OF (24)
\5 0 O 4 STANDARD QUICK4 UNITS IN FIELD CONFIGURATION
/ 52 PAVED DRIVE x'3.07 x/� 54.46 OF 4 ROWS OF 6 UNITS
.S3 X3.09 p
5 0/ / 0A
\ r •� 3.
2.68 53 3.a 553 3 3 93 0- 24 UNITS x 18.88 SF/UNIT = 453 SF> 446 SF
b 4. 2 GJ54.47 453 SF (0.74 GPD/SF) = 335 GPD (OK)
X2.41 �t4� -
\ / 54.07
� .47 1 54.60
BENCHMARK 54.32vV
BOTTOM OF STEP
AT LANDING GARAGE ✓f
EL. = 54.0'
Scale: 1"= 20'
0 10 20 30 40 50 FEET
S
o�
LOT 22
11,441± SF
V
�C @ ME 0FIR D
JUN 1 7015
HEALTH
I
EXISTING
DWELLING
TOF = 55.0
DECK
x
5-2�
DATE
54.33
DANIEL A. OJALA, P.E., P.L.S.
, MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF.
771 ROUTE 6A
YARMOUTHPORT, MA
PREPARED FOR
MARY VIOLET
DATE: MAY 29, 2015
off 508-362-4541
fax 508-362-9880
I downcape.com
00Wn tape engineering, int.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
15-111 VIOLET.DWG