HomeMy WebLinkAboutEngineered Plan - 201714.4'
PRECAST H-10
RISERS (TYP.)
2'o
*12.0'±
11.55'
., .,..
SYSTEM PROFILE
(NOT TO SCALE)
PROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
14.0' MINIMUM .75' OF COVER OVER PRECAST
4"oSCH40 PVC
6" MIN. SUMP PIPES LEVEL 1ST 2'
12" MIN. INT. DIM.
10.. 1500 GAL H-10 14"
ILW.-
TEE SEPTIC TANK TEE 1 1.30'
DDDD°DDODDDD WATERTEST D'BOX
GAS BAFFLE ::' °o0�° FOR LEVELNESS
+: 4' LIQ. LEVEL (ACME OR EQUAL) 11.19, 11.02'
(_2___5% SLOPE)
O D O O;.-0;0;0;0;0;0 06060
O D 600
O O O O O 0 0 0 0 0
D�ODO�O 000000 0O DODODAODD00ODODO?
D 00
0 c_^ -^D-^_^ 6"D CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2])
(-2-% SLOPE) (-1-7. SLOPE)
FOUNDATION 18 SEPTIC TANK 5p D' BOX 5' —
LEGEND-
EGEND99—
99—
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
—[99]—
PROPOSED CONTOUR
[98.4]
PROPOSED SPOT EL.
TH 1
TEST HOLE
2YYYY�
SLOPE OF GROUND
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: AMY VON HONE, RS
DATE: 9/8/2017
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
IN
12"
4
A
LS
1OYR 3/2
ELEV.
13.8'
B
LS
34" 1OYR 5/8 11.0'
C
PERC
FS
1OYR 7/4
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
G—W ADJ. DATA:
WELL: MIW 29
ZONE: A
ADJ: 1.5'
AUGUST 2017
120" I 13.8'
GROUNDWATER ENCOUNTERED AT 120"
DICE # 17-298
MARK CORNERS OF
LEACHING FIELD W/
REBAR SET 4" BELOW
GRADE
FILTER FABRIC
14.0 � 11.22'
PROVIDE INSPECTION PORTS TO
WITHIN 3" OF FINISH GRADE
2% SLOPE
FINISHED GRADE– 4" LOAM & SEED OR PAVE AS REQ.
CLEAN FILL
4" PERFORATED PVC 3' O.C. S=0.005 0
0
3/4"-1-1/2" DOUBLE WASHED 0
8" STONE LEACHING FIELD 6"DEPTH
010.8'
LEVEL BOTTOM o
LEACHING
FACILITY
EM
10.3'
5.0'
ADJUSTED GROUNDWATER EL. 5.3'
VARIANCES REQUESTED UNDER TITLE 5
AND YARMOUTH HEALTH REGULATIONS:
1b: REDUCTION IN SETBACK, SAS TO
FOUNDATION (20' TO 15.9')
Sl
Scale:1 "= 20'
0 10 20 30 40 50 FEET
PORCH
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-14 I
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH
310 CMR 15.000 (TITLE 5.)
MIN BELOW INV. 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 LOCUS MAP
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1"=2000'±
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 22 PARCEL 113
BE REMOVED BENEATH AND 5' AROUND THE SITE IS NOT LOCATED WITHIN A ZONE II
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
BATH
_LIVING (--
KITCHEN ROOM – --
eF0
"00f,
FLOOR PLANS
NOT TO SCALE
Permit valid for REPAIR OF SEP'1'1C SYS I -FM
ONLY, due to State and Vocal septic variances.
Boaird'of llealth review and a0 proval is required for
any future additions/rend%;t tionsialterations to
sewage facilities and/or structures/dv,elling.
Yurr^Youth Ilealfit Oupas tsuent
APPRO "' E D �df&
e
Date
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 2 BEDROOMS @ 110 GPD = 220 GPD
USE A 220 GPD . DESIGN FLOW
SEPTIC TANK: 220 GPD (2) = 440
USE A 1500 GAL. SEPTIC TANK
LEACHING:
330 GPD / (.74) = 446 SF REQUIRED
15' X 30' = 450 SF OK
450 SF X .74 = 333 GPD OK
USE A 15' X 30' PIPE AND STONE LEACHING FIELD
, MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
#20 SILVERLEAF LANE
SOUTH YARMOUTH, MA
PREPARED FOR
CAPE COD SEPTIC/ KALIOUSY
m`� �.�� DATE: SEPTEMBER 15, 2017
04', °t'
O .
f.. ASS - ,' , 5�
NIEL DANIELA. r`v-
A. OJALA off 508-362-4541
OJALA
AI a 4�" CIVIL �, fax 508-362-9880
No. 40.80
No. 46502
�
4p, o �Q7,,a downcape.com
esa\
down cape engiaeerin., inc.
"vV_r`;,.;.,-may
r V civil engineers
/and surveyors
I 939 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P. E., P.L.S. YARMOUTHPORT MA 02675
17-298