HomeMy WebLinkAboutEngineered Plan - 2017LEGEND
X 991
EXIST. SPOT ELEV.
-[991--
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH 1
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rh
TEST HOLE
2YYY%,�
SLOPE OF GROUND
PERC. RATE = __ <
UTILITY POLE
RE-HXDRAN
Pond
Bay
NOTE. NOT All SYMBOLS MAY APPEAR IN DRAWING
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON
SEPARATE CIRCUIT FROM PUMP
i
TOP FOUND. EL. 10.6'
EXISTING
1500 GAL
SEPTIC TANK
EXISTING
SYSTEM PROFILE NOTES
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) MARK CORNERS OF 1. DATUM IS NAVD 88
ACCESS COVERS. TO WITHIN 6" OF FIN. GRADE LEACHING FIELD W/ PROVIDE INSPECTION PORTS TO VENT W/ CHARCOAL FILTER 2, MUNICIPAL WATER IS EXISTING
REBAR SET 4" BELOW WITHIN 3" OF FINISH GRADE
GRADE 27* SLOPE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
FILTER FABRIC -�-
MINIMUM .75' OF COVER OVER PRECAST 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
10.1' TOP = 9.1' FINISHED GRADE- 4" LOAM & SEED OR PAVE AS REQ. TO BE AASHO H-10
4"0SCH40 PVC CLEAN FILL 5. PIPE JOINTS TO BE MADE WATERTIGHT.
s" MIN. SUMP � PIPES LEVEL 1ST 2' CONNECT AND VENT � 6. CONSTRUCTION DETAILS TO BE 0
12" MIN. INT. DIM. IN ACCORDANCE WITH
2" SCH 40 PVC +" PERFORATEo PVC s' o.c. S=0.005 0 310 CMR 15.000 (TITLE 5.)
PROPOSED o
7 0'*
P1000 GAL. H-10 S = 0.005 SLOPE BACK 9" STONEILEACHINGGOFELD LE WASHED o 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
6.96UMP CHAMBER TO PUMP CHAMBER 000g000gogoo WATERTEST D'80X 0 6"DEPTH MIN BELOW INV. BE USED FOR LOT LINE STAKING OR ANY OTHER
'_00000„0„0_ FOR LEVELNESS 8.75 LEVEL BOTTOM o 8.5
-� �-
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8.94' 8.78' _ �.` /' C-19 A/PURROSF
40.0' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
s'� ,�ZL��7 /%L�%0000000 00�0�0 0 00000 8.0' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND
6" CRUSHED STONE OR MECHANICAL PERMISSION OBTAINED FROM BOARD OF HEALTH.
SLOPE)
FOUNDATION EXISTING SEPTIC TANK 2' -
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
-PRIOR TO- INSTALLING -ANY P-ORTION -- OF SEPTIC SYSTEM -- -
PROP. WATERTIGHT COVER TO GRADE
PROVIDE QUICK DISCONNECT FOR PUMP
INV. IN 6.96' 1 11 L rl"W NO LOW POINTS
1000 GAL. H-10 S/T 2" PRESSURE LINE ---
ALARM
--
ALARM ON 220 GAL.+ SLOPE TO DRAIN BACK TO PC
FLOAT SWITCH RESERVE
SETTINGS: PUMP ON 0.25" WEEP HOLES
CHECK VALVE
4" WORKING RANGE 8' MYERS SRM 4
4" SUBMERSIBLE 4/10 HP PUMP
PUMP OFF 8" SYSTEM (OR EQUAL)
000 c�0000 0
000000 0000 0 0 0000
PUMP CLAMBER
(NOT TO SCALE)
WATERPROOF/WATERTIGHT
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 4 BEDROOM DWELLING
PROPOSED 4 BEDROOM DWELLING
DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD (2) = 880
USE EXISTING 1500 GAL. SEPTIC TANK
LEACHING:
440 GPD / (.74) = 595 SF REQUIRED
15' X 40' = 600 SF OK
600 SF X .74 = 444 GPD OK
USE A 15' X 40' PIPE AND STONE LEACHING FIELD
, MA
APPROVED DATE BOARD OF HEALTH
DCE #17-411
PUMP CHAMBER
COMPACTION. (15.221 [2]) 5.0
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCUS MAP
ADJUSTED GROUNDWATER 3.0' DIGSAFE (1-888-344-7233) AND VERIFYING THE
(1 SLOPE) LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES SCALE 1"=2000'±
LOW PROFILE., PRIOR TO COMMENCEMENT OF WORK.
31' D' BOX 5' LEACHING 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ASSESSORS MAP 17 PARCEL 10
FACILITY REMOVED BENEATH AND 5' AROUND THE PROPOSED
LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE AE,
_ AE -1-00 --YEAR FLOOD ZONE. (E . 11) -AS- -_-- --
- -
EXISTING LEACHING FACILITY SH L P
- - - 1A L BE LIMPED AND COMMUNITY PANEL #25001C0588J
SHOWN ON CO
BUOYANCY CALCS: REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. DATED ON CO 014
H-10 1000 GAL. PC WEIGHS 8,380 LBS
0.8' x 9.0 x 5.25 X 62.4 = 2,380 LBS UP (OK)
v
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND, TO MEET
SPECIFICATIONS OF 310 CMR 15.255(3)
-15' X 40' LEACHING .FIELD
PROPOSED VENT WITH
CHARCOAL FILTER AND
BUGSCREEN (FINAL
PLACEMENT BY CONTRACTOR
WITH OWNER CONSULTATION)
FOYER DEN GARAGE
LIVING
ROOM
DINING KITCHEN
ROOM
BATH
FLOOR PLAN -1ST FLOOR
NOT TO SCALE
ENGINEER: DANIEL E.
°
3
�.F 5
f, .
c°t.
co
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e
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ROOM
�
m
0
PERC. RATE = __ <
h
Lewis
Lewis
Pond
Bay
Locus Rodeo
BED
ROOM
YARMOU THPOR T MA 02675
Powe
d
Nantucket
G(e `
Sound
iOYR 3/2
COMPACTION. (15.221 [2]) 5.0
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCUS MAP
ADJUSTED GROUNDWATER 3.0' DIGSAFE (1-888-344-7233) AND VERIFYING THE
(1 SLOPE) LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES SCALE 1"=2000'±
LOW PROFILE., PRIOR TO COMMENCEMENT OF WORK.
31' D' BOX 5' LEACHING 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ASSESSORS MAP 17 PARCEL 10
FACILITY REMOVED BENEATH AND 5' AROUND THE PROPOSED
LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE AE,
_ AE -1-00 --YEAR FLOOD ZONE. (E . 11) -AS- -_-- --
- -
EXISTING LEACHING FACILITY SH L P
- - - 1A L BE LIMPED AND COMMUNITY PANEL #25001C0588J
SHOWN ON CO
BUOYANCY CALCS: REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. DATED ON CO 014
H-10 1000 GAL. PC WEIGHS 8,380 LBS
0.8' x 9.0 x 5.25 X 62.4 = 2,380 LBS UP (OK)
v
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND, TO MEET
SPECIFICATIONS OF 310 CMR 15.255(3)
-15' X 40' LEACHING .FIELD
PROPOSED VENT WITH
CHARCOAL FILTER AND
BUGSCREEN (FINAL
PLACEMENT BY CONTRACTOR
WITH OWNER CONSULTATION)
FOYER DEN GARAGE
LIVING
ROOM
DINING KITCHEN
ROOM
BATH
FLOOR PLAN -1ST FLOOR
NOT TO SCALE
FLOOR PLAN -2ND FLOOR
NOT TO SCALE
TEST HOLE LOGS
ENGINEER: DANIEL E.
GONSALVES, SE #13587
BED
2
�
I BED
ROOM
�
m
ROOM
PERC. RATE = __ <
2 MIN/INCH
civil engineers
BED
1
=
BED
ROOM
YARMOU THPOR T MA 02675
m
ROOM
LS
FLOOR PLAN -2ND FLOOR
NOT TO SCALE
TEST HOLE LOGS
GROUNDWATER
ADJUSTMENT DATA:
WELL: MIW-29
ZONE: A PERC C
ADJUSTMENT: 1.9'
MS 3.0' ADJ. GROUNDWATER
2.5Y 7/4
77 1.1'
Yarmouth Health Department
app
. FNam c Date
H OF Mgss9c r�ZH OF NlASS9C
DANIEL*r DANIELA. y�J9
a A. T; 0iAI .A
OJALA �' ` Ci':%IL
,O No, 40980 „ , U No. 46502
0A695\0/STGFz
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DATE DANIEL A. OJALA, P.E., P.L.S. 1
108" I 10.6'
GROUNDWATER @102" OR 1.1'
TITLE 0
).nIS
,T
74 BALDWIN LANE
WEST, YARMOUTH, MA
PREPARED FOR
DEBRA SALVUCCI
DATE: NOVEMBER 27, 2017
ENGINEER: DANIEL E.
GONSALVES, SE #13587
y
off 508-362-4541
WITNESS: AMY VON
HONE, RS
DATE: 11/21/2017
PERC. RATE = __ <
2 MIN/INCH
civil engineers
CLASS I SOILS
1
ELEV.
0"
9.6'
YARMOU THPOR T MA 02675
A
LS
iOYR 3/2
7"
B
LS
26"
1OYR 4/3
7.4'
GROUNDWATER
ADJUSTMENT DATA:
WELL: MIW-29
ZONE: A PERC C
ADJUSTMENT: 1.9'
MS 3.0' ADJ. GROUNDWATER
2.5Y 7/4
77 1.1'
Yarmouth Health Department
app
. FNam c Date
H OF Mgss9c r�ZH OF NlASS9C
DANIEL*r DANIELA. y�J9
a A. T; 0iAI .A
OJALA �' ` Ci':%IL
,O No, 40980 „ , U No. 46502
0A695\0/STGFz
-:
;.
�
DATE DANIEL A. OJALA, P.E., P.L.S. 1
108" I 10.6'
GROUNDWATER @102" OR 1.1'
TITLE 0
).nIS
,T
74 BALDWIN LANE
WEST, YARMOUTH, MA
PREPARED FOR
DEBRA SALVUCCI
DATE: NOVEMBER 27, 2017
Scale: 1 "= 20'
0 10 20 30 40 50 FEET
off 508-362-4541
I fax 508-362-9880
downcope.com
00wn cafe engineering, enc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOU THPOR T MA 02675
17-411 SALVUCCI.DWG
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