HomeMy WebLinkAboutEngineered Plan - 2016SYSTEM PROFILE
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE
337. ►IIAII►II I►I AC !YN/CD !1\/CD ODClACT
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
CAST IRON COVER TO GRADE
4" SCH40 VENT WITH
CHARCOAL FILTER AS NOTES
SHOWN PLAN VIEW
PITCH BACK TO SAS, 1. DATUM IS ASSUMED
NO LOW POINTS.
2. MUNICIPAL WATER IS EXISTING
3 MINIMUM PIPE PITCH TO BE 1/8" PER FOOT
2% SLOPE REQUIRED OVER SYSTEM
T
NOTE: 2" MIN. WALL4. DESIGN LOADING FOR ALL PROPOSED PRECAS
PRECAST H-10 THICKNESS REQUIRED 2' CAST IRON COVERS TO GRADE OR CONCRETE UNITS TO BE AASHO H—ZQ
RISERS (TYP.)COVERS TO. WITHIN 6" GRADE, COORDINATE W/ OWNER
2'o 4"OSCH40 PVC MORTAR ALL
_ 6" MIN. SUMP PIPES LEVEL 1ST 2' COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT.
12" MIN. INT. DIM. 4' (TYP.) 6[—SIDES
4' ,
ENDS ° 35.16 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
II ➢°oo�oo'"ap°".ego .
*35.56 10" 1500 GAL H-20 14 ;, °o°o°°°° ° .. . , :. 00000o WITH 310 CMR 15.000 (TITLE 5.)
34.96' TEE SEPTIC TANK TEE ° ° ° ° ���® ���� ®C�lM�——!](�0°°°°°°
4.71 °°°°°°°° 0��®�Da0�00 aaPf"].i.010
°°o°o°o°o°o°o WATERTEST D BOX O ;°o°o°O°O Baa®�ao�o®® ®®M®0�0��o�°�7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
0 0 0 0 0 0 0 0 0 0 (� O O (� O O 0 0 0 0 00 0 0GAS BAFFLE �' °o��o°°°o° FOR LEVELNESS �i i�°°o°000°o°°o0 00®® 000®0� ���0�0���0000000°orNOT TO BE USED FOR LOT LINE STAKING OR ANY
° ° ° °32.16 OTHER PURPOSE.
.•4 LIQ. LEVEL (ACME"OR EQUAL) ':34.46' 34.29' >°o °o°o°°°°°°
' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
000000000000000000000000000000°0°00000°000000
�0000�00�0�0,°,0�0^0.00000000000�0�000000000000 H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR
ALL AROUND PRECAST STRUCTURES CONCEALED WITHOUT INSPECTION BY BOARD OF
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83'
co HEALTH AND PERMISSION OBTAINED FROM BOARD
(2.5% SLOPE)
FOUNDATION— 24' SEPTIC TANK
LEGEN D
99—
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
—[991—
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
TEST HOLE
2�
SLOPE OF GROUND
UTILITY POLE
FIRE. HYDRANT
NOTE: NOT All SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
COMPACTION. (15.221 [21)
( 1 % SLOPE)
H-20
— 25 D' BOX
(—!—% SLOPE)
15'
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: PHIL RENAUD (BoH)
DATE: 5/5/2016
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
Q ELEV.
Ott 1 37.5'
A
LS
12" 1OYR 3/2
B
LS
2211 1OYR 6/8 35.7'
PERC C
MS
1OYR 7/4
132" I 126.5'
NO GROUNDWATER ENCOUNTERED
DCE #16-124
Scale: 1"= 20'
0 10 20 30 40 50 FEET
LEACHING
FACILITY
PROP. VENT WITH CHARCOAL
FILTER AND BUGSCREEN (FINAL
PLACEMENT BY CONTRACTOR WTH
OF HEALTH.
to
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND
26.5' BOTTOM TH-1 VERIFYING THE LOCATION OF ALL UNDERGROUND &
NO GROUNDWATER FOUND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED.
KITCHEN
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 79 PARCEL 31
VARIANCES REQUESTED:
UNDER MAX. FEASIBLE COMPLIANCE 15.405:
(1b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 17.3')
BATH
BEDROOM SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
LIVINGROOM DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
- BEDROOM - -USE A 330 GPD DESIGN FLOW - -
BEDROOM
I I SEPTIC TANK: 330 GPD (2) = 660
FLOORPLAN USE A 1500 GAL. SEPTIC TANK
NOT TO SCALE
LEACHING:
SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
TOTAL: 472 S.F. 349 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
APPROVED
Permit valid for REPAIR t)1' SEP FIC SYtil 1.M
ONLY; d'ue to State and Local septic variances.
Board of Ilealth review and approval is required for
any, future auditions/'renovations/alterations to
sewage facilities and/or structu, es/dwelling.
Yarmouth t1e1111) I))cpartlllelnt
VV
0
(--27-79
dttmc Date
C5-1-1 -1 L
DATE
STpv
DANIEL A. A. OJALA, P.E., P.L.S.
, MA
DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
#56 RAYMOND AVENUE
SOUTH YARMOUTH, MA
PREPARED FOR
SHARON GRUNDY
DATE: MAY 17, 2016
off 508-362-4541
fax 508-362-9880
downcape.com
dote cnpo entinefring, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
16-124