HomeMy WebLinkAboutEngineered Plan - 2016✓�
PRECAST H-10
RISERS (TYP.)
. a. 2'0
*27.0'±
25.50'
*26.78'
af�
SYSTEM PROFILE
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE MARK CORNERS OF
LEACHING FIELD W/
REBAR SET 4" BELOW
GRADE
28.0' MINIMUM .75' OF COVER OVER PRECAST FILTER FABRIC
NOTE: 2" MIN. WALL 25,22'
THICKNESS REQUIRED 28.2
4"4SCH40 PVC
t; ti' MIN. SUMP PIPES LEVEL 1 ST 2'
12' MIN. INT. DIM.
10" 1500 GAL H-10 14" ,
TEE SEPTIC TANK TEE 25.25'
00000000000 WATERTEST D'BOX
GAS BAFFLE °ana' FOR LEVELNESS
4' LIQ. LEVEL (ACME OR EQUAL) .' 25.:/,S0000�ooa
4.97'
0 0 0 0 0 0 0 0 0 0 0 0 0 o o a o 0 o o a
oaoaoa000a000aoa000a00000aoaoaoaoa00000aoo
°,o°oo�oa000,,o,,oaoa000aoao' o�o„oaoaoa00000.
6" CRUSHED STONE OR MECHANICAL
} _ COMPACTION. (15.221 [2])
(_2-5% SLOPE MIN.) (-!—% SLOPE)
FOUNDATION 54 SEPTIC TANK 4' D' BOX
41'
LEGEND
99 —
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
—[99]—
PROPOSED CONTOUR
198.4]
PROPOSED SPOT EL.
TH1
-Q�
TEST HOLE
2,0%
SLOPE OF GROUND
CO-)
UTILITY POLE
Y
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
PROVIDE INSPECTION PORTS TO
WITHIN 3" OF FINISH GRADE
2% SLOPE \
FINISHED GRADE— 4" LOAM & SEED OR PAVE AS REQ.
ti CLEAN FILL
4' PERFORATED PVC 3' O.C. S=0,005 0
0
S" STONEILEACHINGOFIE D WASHED o
O
24.87' LEVEL BOTTOM o
(-1-7. SLOPE)
— 5' —
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: AMY VON HONE, RS
DATE: 7/28/2016
PERC. RATE _ < 2 MIN/INCH
CLASS 1 SOILS
4 ELEV.
p" 1 28.3'
A
LS
10" 1OYR 4/2
B
LS
24" 1OYR 5/6 26.3'
PERC
100
I �
rn
I
I
% l
I �
BENCHMARK:
WATER SHUTOFF
ELEVATION =26.6
MS
G -W ADJ. DATA:
1 OYR 7/4 WELL: Al W-230
ZONE: E
ADJ: 2.4'
JULY 2016
144" 16.3'
GROUNDWATER ENCOUNTERED ® 126" EL 17.8
DCE #'6-239
LEACHING
FACILITY
30.0'
24.2' o
ADJUSTED GROUNDWATER
ELEV. 20.2'
G—W ADJ. DATA:
WELL: Al W-230
ZONE: E
ADJ: 2.4'
JULY 2016
R=5 13. 47' 45.82'
LINCOLN A VENUE
/
6"DEPTH R"/ MIN BELOW INV.
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-10
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 LOCUS MAP
THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. NOT TO SCALE
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE ASSESSORS MAP 54 PARCEL 10
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED SITE IS WITHIN A ZONE II
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND. 2 BEDROOM DEED RESTRICTION REQUIRED
13. INTERIOR PLUMBING TO BE RAISED AS REQUIRED
VARIANCES REQUESTED UNDER TITLE 5
AND YARMOUTH HEALTH REGULATIONS:
1 h: REDUCTION IN GROUNDWATER
SEPARATION, 5' TO 4'
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 2 BEDROOM DWELLING
DESIGN FLOW: 2 BEDROOMS @ 110 GPD = 220 GPD
KITCHEN/ BATH USE A 220 GPD DESIGN FLOW
ENCLOSED BEDROOM -- — _
GARAGE BREEZEWAY DINING —
a SEPTIC TANK: 330 GPD (2) = 660
in LIVING USE A 1500 GAL. SEPTIC TANK
ROOM BEDROOM
LEACHING:
FLOOR PLANS 330 GPD / (.74) = 446 SF REQUIRED
NOT TO SCALE 15' X 30' = 450 SF OK
450 SF X .74 = 333 GPD OK
USE A 15' X 30' PIPE AND STONE LEACHING FIELD
Permit valid for REPAllt 0V SVI''1TC SYSTF.IVI
ONLY; due to State and local septic variances.
Board of health review and'approval is required for
an,Y, future additions/r cu,uY9tion,hrlterations to
sewage facilities,and/or shuitur.es/(h+ruing.
Yarmouth 11E alt .i 1)epartmcnt
i� see' Date4'M 22
-r`�-
APPROVED DATE BOARD OF HEALTH
3--z-1(0
0 10 20 30 40 50 FEET
DATE
DANIEL A. OJALA, P.E., P.L.S.
, MA
TITLE 5 SITE PLAN
OF
#32 LINCOLN AVENUE
WEST YARMOUTH, MA
PREPARED FOR
GARULAY FAMILY TRUST
DATE: AUGUST 2, 2016
off 508-362-4541
I fax 508-362-9880
downcape.com
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
16-239
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CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP
THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. NOT TO SCALE
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE ASSESSORS MAP 54 PARCEL 10
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED SITE IS WITHIN A ZONE II
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND. 2 BEDROOM DEED RESTRICTION REQUIRED
13. INTERIOR PLUMBING TO BE RAISED AS REQUIRED
VARIANCES REQUESTED UNDER TITLE 5
AND YARMOUTH HEALTH REGULATIONS:
1 h: REDUCTION IN GROUNDWATER
SEPARATION, 5' TO 4'
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 2 BEDROOM DWELLING
DESIGN FLOW: 2 BEDROOMS @ 110 GPD = 220 GPD
KITCHEN/ BATH USE A 220 GPD DESIGN FLOW
ENCLOSED BEDROOM -- — _
GARAGE BREEZEWAY DINING —
a SEPTIC TANK: 330 GPD (2) = 660
in LIVING USE A 1500 GAL. SEPTIC TANK
ROOM BEDROOM
LEACHING:
FLOOR PLANS 330 GPD / (.74) = 446 SF REQUIRED
NOT TO SCALE 15' X 30' = 450 SF OK
450 SF X .74 = 333 GPD OK
USE A 15' X 30' PIPE AND STONE LEACHING FIELD
Permit valid for REPAllt 0V SVI''1TC SYSTF.IVI
ONLY; due to State and local septic variances.
Board of health review and'approval is required for
an,Y, future additions/r cu,uY9tion,hrlterations to
sewage facilities,and/or shuitur.es/(h+ruing.
Yarmouth 11E alt .i 1)epartmcnt
i� see' Date4'M 22
-r`�-
APPROVED DATE BOARD OF HEALTH
3--z-1(0
0 10 20 30 40 50 FEET
DATE
DANIEL A. OJALA, P.E., P.L.S.
, MA
TITLE 5 SITE PLAN
OF
#32 LINCOLN AVENUE
WEST YARMOUTH, MA
PREPARED FOR
GARULAY FAMILY TRUST
DATE: AUGUST 2, 2016
off 508-362-4541
I fax 508-362-9880
downcape.com
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
16-239