HomeMy WebLinkAboutEngineered Plan - Rev. 2018FIRST FLOOR EL. 10.9
PRECAST H-10
RISERS (TYP.)
2'm
INV. #1.
*6.211
5.7
INV. #2 ,
b 6 1
ALARM AND CONTROL PANEL
PROVIDE MIN. 20" DIAM. WATERTIGHT TO BE INSTALLED INSIDE
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE BUILDING. ALARM TO BE ON
SEPARATE CIRCUIT FROM PUMP
8.0 MINIMUM .75' OF COVER OVER PRECAST
10" 1500 GAL H-10 14"
TEE SEPTIC TANK TEE
L4' LIQ. LEVEL (ACME OR EQ
EI. 1.2 , .,, .. ... . . . .
( 2 % SLOPE) MIN.
26
FOUNDATION C SEPTIC TANK -
18 WATERPROOF/WATERTIGHT
L.EGEN D
��-
tAIJIINU UUIVIUUK
X 99.1
EXIST. SPOT ELEV.
-[99]--
PROPOSED CONTOUR
198.4]
PROPOSED SPOT EL.
TH1
FINISHED GRADE -
FILTER FABRIC
TEST HOLE
2%
SLOPE OF GROUND
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
PROPOSED INV. IN 5.43'
ELLUENT FILTER
ZABEL A-100
ALARM ON
5.45 FLOAT SWITCH
SETTINGS: PUMP ON
-4-WORKING-RANGE'
PUMP OFF
o°°
EI. 0.93
(--L% % SLOPE)
2
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC, SYSTEM
PROP. WATERTIGHT COVER TO GRADE
PROVIDE QUICK DISCONNECT FOR PUMP
1500 GAL. H-10 S
500 GAL.+
RESERVE
8"
4 ee �[
8" T,
----}-----------
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2])
PUMP CHAMBER
WATERPROOF/WATERTIGHT
V//Y/^
NO LOW POINTS
2" PRESSURE LINE E'r
SLOPE TO DRAIN BACK TO PC
-0.25" WEEP HOLES
CHECK VALVE
MYERS�Rg 4
SUBMERSIBLE 4/10 HP PUMP
SYSTEM (OR EQUAL)
BOUYANCY CALCULATIONS
H-10 1,500 GAL. SEPTIC TANK WEIGHS 11,480 LBS
1.1 x 10.5 x 5.67 X 62.4 = 4,191 LBS UP (OK)
H-10 1,500 GAL. PUMP CHAMBER WEIGHS 11,480 LBS
1.37 x 10.5 x 5.67 X 62.4 = 5,090 LBS UP (OK)
18
SYSTEM PROFILE
(NOT TO SCALE)
i
i
MARK CORNERS OF
LEACHING FIELD W/
REBAR SET 4" BELOW
GRADE
eke
41,
FINISHED GRADE -
FILTER FABRIC
4" LOAM & SEED
TOP 7.43
8.2
�ti4
TEE 4"OSCH40 PVC CLEAN FILL
6" MIN, SUMP PIPES LEVEL 1ST 2'
12" MIN. INT. DIM. 4' PERFORATED PVC 5' O.C. S=0.005 O
3/4"-1-1/2" DOUBLE WASHED o
°o°o°o°o°o°o WATERIEST D'BOX �� 10" STONE LEACHING FIELD O
°°°°°O°O FOR LEVELNESS 7.1
°���°� ° LEVEL BOTTOM o
7.32/7.15
60.0'
(-L-7. SLOPE)
H-20 1
D' BOX 17 LEACHING
FACILITY
;I
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 6 BEDROOMS @ 110 GPD = 660 GPD
USE A 330 GPD DESIGN FLOW'
SEPTIC TANK: 660 GPD (2) = 1320
USE A 1,500 GAL. SEPTIC TANK
AND A 1,500 GAL. PUMP CHAMBER
LEACHING:
660 GPD / (.74) = 892 SF REQUIRED
15'X60'=900 SF OK
900 SF X .74 = 666 GPD OK
USE A 15' X 60' PIPE AND STONELEACHING FIELD
LICE #08-184
Ina Nn.=.724-97 . F0301
6.3
PROVIDE INSPECTION PORTS TO
WITHIN 3" OF FINISH GRADE
CAP OR CONNECT
---CAP
LATERAL ENDS
6"DEPTH MIN BELOW INV.
6.8
4.0'
ADJUSTED GROUNDWATER EL. 2.3
reit valid for REPAIR OF SEPTIC SYSFEA1
,Y:, . due to -State and Local Septic variances.
rd,of' Ilealth,reviety and approval is required Ion
fuhire iiddttions/renovaiionsl;�dtcf;ftiuns to
Igc facilities and/or structures/dwel1mv.
�'iii•tntitth.[icalt`h t2�_{)ar.tment
)IN.ame, I)ate
NOTES
1. DATUM IS NAVD 88
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-1(�' (H-20 D -BOX).
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 UNE STAKING OR ANY OTHER
PURP9S .
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 LOCUS MAP
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
SCALE 1"=2000'±
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED BENEATH AND 5' AROUND THE PROPOSED ASSESSORS MAP 42 PARCEL 146
LEACHING FACILITY,
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND LOCUS IS WITHIN FEMA FLOOD ZONE AE (100
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. YEAR FLOOD ZONE -EL. 11) AS SHOWN ON
13. INSTALLER TO VERIFY ELECTRICAL SYSTEM IS SUITABLE COMMUNITY PANEL #25001 CO589J DATED
FOR PUMP CONNECTION. ELECTRIC PERMIT REQUIRED. 7/16/2014
BED\
ROO/ROOM ED
�
BED
ROOM PORCH
BATH
BED
ROOM
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: AMY VON HONE, RS
DATE: 12/6/17
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
4 ELEV.
1
O" 7.7'
A
LS
1OYR 4/2
11"
B
LS
26" 1OYR 5/8 5.5'
PERC
C
I MS
G -W ADJ. DATA:
FLOOR PLAN ZONE: AW 29 /
2.5Y 6/4
NOT TO SCALE ADJUSTMENT: 1.6'
FIRST FLOOR
102" 1 I -0.8'
GROUNDWATER ENCOUNTERED @ 84"
EL. 0.7
r. mlegi w�mn {jLjEr4t4 incl e,cunnuen penins+ nee u I Imuon lII7�rn�m I�pum1{pI nnn"nv rnfna� ,pI 1
Ilrhl, III
k 'Id �I I •ef "i
I„"eon
OF
30 POSIES PATH
SOUTH YARMOUTH, M/'A
PREPARED FOR
FRED CHURCHILL
DATE: JANUARY 3, 2018
REV: FEBRUARY 12, 2018 (UTILITY LOCATION)
REV: FEBRUARY 27, 2018 (SAS LOCATION)
REV: MARCH 20, 2018 (ADD INV.)
Scale: I"= 20'
I
0 10 20 30 40 50 FEET
r off 508-362-4541
I fax 508-362-9880
r downcope.com
d®� cape en�ineerin4g, 10C.
civ17 engineers
Fs NQe ) -� land surveyors
939 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
07-001 CHURCHILL 2017-1.DWG
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Nantucket
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCUS MAP
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
SCALE 1"=2000'±
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED BENEATH AND 5' AROUND THE PROPOSED ASSESSORS MAP 42 PARCEL 146
LEACHING FACILITY,
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND LOCUS IS WITHIN FEMA FLOOD ZONE AE (100
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. YEAR FLOOD ZONE -EL. 11) AS SHOWN ON
13. INSTALLER TO VERIFY ELECTRICAL SYSTEM IS SUITABLE COMMUNITY PANEL #25001 CO589J DATED
FOR PUMP CONNECTION. ELECTRIC PERMIT REQUIRED. 7/16/2014
BED\
ROO/ROOM ED
�
BED
ROOM PORCH
BATH
BED
ROOM
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: AMY VON HONE, RS
DATE: 12/6/17
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
4 ELEV.
1
O" 7.7'
A
LS
1OYR 4/2
11"
B
LS
26" 1OYR 5/8 5.5'
PERC
C
I MS
G -W ADJ. DATA:
FLOOR PLAN ZONE: AW 29 /
2.5Y 6/4
NOT TO SCALE ADJUSTMENT: 1.6'
FIRST FLOOR
102" 1 I -0.8'
GROUNDWATER ENCOUNTERED @ 84"
EL. 0.7
r. mlegi w�mn {jLjEr4t4 incl e,cunnuen penins+ nee u I Imuon lII7�rn�m I�pum1{pI nnn"nv rnfna� ,pI 1
Ilrhl, III
k 'Id �I I •ef "i
I„"eon
OF
30 POSIES PATH
SOUTH YARMOUTH, M/'A
PREPARED FOR
FRED CHURCHILL
DATE: JANUARY 3, 2018
REV: FEBRUARY 12, 2018 (UTILITY LOCATION)
REV: FEBRUARY 27, 2018 (SAS LOCATION)
REV: MARCH 20, 2018 (ADD INV.)
Scale: I"= 20'
I
0 10 20 30 40 50 FEET
r off 508-362-4541
I fax 508-362-9880
r downcope.com
d®� cape en�ineerin4g, 10C.
civ17 engineers
Fs NQe ) -� land surveyors
939 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
07-001 CHURCHILL 2017-1.DWG