HomeMy WebLinkAboutEngineered Plan - 2019TOP FOUND. EL. 58.4'
PROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
uIKU11 W
SYSTEM PROFILE
(NOT TO SCALE)
2" PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH. MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
CONCRETE COVERS TO WITHIN 3" GRADE
2% SLOPE REQUIRED OVER SYSTEM
PRECAST H-10 MORTAR ALL DL.U%.r\a ""
RISERS (7YP.) COMPONENTS PRECAST RISERS
2'0 56 7' 4"S�SCH40 PVC H-20
' PIPES LEVEL 1ST 2'
6" MIN. SUMP q' 5' (TYP.) 5'
12" MIN. INT. DIM. ENDS ri BET. HS16ES5
1
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10" 1 O O O O
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TEE SEPTIC TANK** TEE 55.4'* ° ° ° ° ®®®® ®®®® '0,000N..0
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55.154.95
• 6" MIN. SUMP
12" MIN. INT. DIM. t I
L H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
3/4"-1-1/2" DOUBLE WASHED STONE (2) UNITS REQUIRED
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30' X 9.83'
COMPACTION. (15.221 [21) �
ori
(—Z—% SLOPE) (2 % SLOPE)
FOUNDATION EXIST. SEPTIC TANK 14' D' BOX 17' LEACHING
FACILITY 47.0' BOTTOM TH-1
NO GROUNDWATER FOUND
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 1000 GALLONS AND ITS SUITABILITY FOR RE—USE. REPLACE
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE
CONDITIONS IF NOT SUITABLE
LEGEND
_99—
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
—[99]--
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
Y
TEST HOLE
2Y2%
SLOPE OF GROUND
C -0-D
UTILITY POLE
V
FIRE HYDRANT
NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
AMY .VON HONE, RS
WITNESS.
DATE: 7/24/2019
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS .
ELEV.
o„ 4 58'
FILL
12 $1 2"
LS
1OYR 2/2
B
LS
1OYR 5/8
C
MS
1OYR 7/4
24"
33" 55.2'
PERC
132" 47'
NO GROUNDWATER ENCOUNTERED
DCE #19-23>
0
49
V_ yI ELECTRIC
`METER
)
/ BENCHMARK:
MAG NAIL =
59.1' NAVD88
55
56
7
LOT AREA
10,095±S.f,
i 100
00'
CARL
s Y
9 �
\W <
W
,uo,
2 i
" O t\
S;74,4.08)
3
4'e
100 oo,
58
SRR Y
W
\\W\.�.
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-24
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.
VARIANCES REQUESTED:
UNDER MAX. FEASIBLE COMPLIANCE 15.405:
(1a): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 4.1')
EXISTING DWELLING
TOF=58.4
j
PORCH /
7
/
p
a� I
Scale:1 "= 20'
0 10 20 30 40 50 FEET
R
a s- fe 6.4
a 7 o
o v
0
Locus
ooh �i
moa i
/
i
/
0
3 xit
0
Route 6
a.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING AND
VERIFYING ITHEFLOCATION OF ALL UNDERGROUND & LOCUS MAP
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1"=2000'±
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 115 PARCEL 193
BE REMOVED BENEATH AND 5' AROUND THE
PROPOSED LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE X
12. EXISTING LEACHING FACILITY SHALL BE PUMPED (AREA OF MINIMAL FOOD HAZARD) AS
AND REMOVED OR PUMPED AND FILLED WITH CLEAN SHOWN ON COMMUNITY PANEL #25001 CO578J
SAND. DATED 7/16/2014
SITE IS WITHIN ZONE 11
SYSTEM DESIGN: •
GARBAGE DISPOSER IS NOT ALLOWED
BED
ROOM DINING.
zo ROOM DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
0 GARAGE
1/2 J� USE A 330 GPD DESIGN FLOW
BATH I KITCHEN
BATH HALLWAY SEPTIC TANK: 330 GPD (2) = 660
**RE -USE EXISTING 1000 GAL. SEPTIC - TANK
BED BED
ROOM ROOM
LEACHING:
SIDES: 2 (30 + 9.83) 2 (.74) = 118 GPD
FLOOR PLAN BOTTOM 30 x 9.83 (.74) = 218 GPD
NOT TO SCALE 454 S F 336 GPD
Permit valid. for -REPAIR- OF SEPTIC_ SVS1'FM'..
ONLY,- dile to 'State and Local septic'; variances:`
Board of Ilealth review and approval is required for
any 6tore additions/renovations/alterations to
sewage facilities and/or str.uihu es/dwelling.
Yarmouth Iteal((tti I)epartiitent
'PR®VE ".
7/:Oat
-7 -_Lr,
DATE
TOTAL:
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5'
BETWEEN UNITS
APPROVED
• 'DATE BOARD OF HEALTH � MA
TITLE 5 SITE PLAN
OF
#52 EARLY RED BERRY LANE
YARMOUTH PORT, MA
PREPARED FOR
DANIEL A. OJALA, P.E.,. P.L.S.
BETH STANDRING
DATE: JULY 26, 2019
off 508-362-4541
fax 508-362-9880
` downcape.com
down cdpe engineerin60, Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
19-231 STANDRING.DWG