HomeMy WebLinkAbout13 Park Circle Site Plan 245.8' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
PRECAST H-10
RISERS (TYP.)
Vo
SYSTEM PROFILE
(NOT TO SCALE)
-1 2" PEASTONE OR GEOTEXTILE
1 - 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
J MINIMUM .75'+OF COVER OVER PRECAST 1 2% SLOPE REQUIRED OVER SYSTEM 145.0" 45.5.1
NOTE: MIN. WALL THICKNESS 2" LOCKS OR
PRECAST RISERS
4"OSCH40 PVC MORTAR ALL INVERT IN 41.5'
PIPES LEVEL 1ST 2' 2' COMPONENTS 2•—
ENDS (TMP.) SIDES...
U 10"1500 GAL H-10 t4^ ...,
TEE SEPTIC TANK TEE
1.87
' ° 6" MIN. SUMP ®®®��®®®®®® ®f]l�®®®®®®®tel
GAS BAFFLE.: ° ° °o? 12" MIN. INT. DIM.®®®®
4' UQ. LEVEL (ACME OR EQUAL) 41.79' 41.62' - 3.
• - - -. r• .. , WATERTEST D'BOX
FOR LEVELNESS }
a°c° `H-20 500 GAL LEACHING CHAMBERS IR ACME PRECAST OR EQUi
1 ALL AROUND
DOUBLE WASHED STONE 2' MIN (4) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
4 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 38.00' X 8.83'
I COMPACTION. (15.221 [21)
(2_5 R SLOPE) (—L% SLOPE) (—L-% % SLOPE)
MIN. LEACHING
FOUNDATION— 17 —SEPTIC TANK 8' D' BOX 14' FACILITY NO GROUND ATEER TH—FOUND
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
INTERIOR PLUMBING TO BE RE—ROUTED AS NECESSARY
LEGEND-
EGEND99—
99—
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
—[991—
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
Route 6
TEST HOLE
2>
SLOPE OF GROUND
�QY
UTILITY POLE
y�
Y
FIRE HYDRANT
NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER. DANIEL E. GONSALVES, SE #13587
WITNESS: AMY VON HONE, RS
DATE: 3/26/15
PERC. RATE _ < 8 MIN/INCH
CLASS I SOILS
4 ELEV.
0" 45.5'
A
SL
10YR 4/2
11"
B
SL
27" 1OYR 6/3 43.3'
CT
SiL
50 2.5Y 7/2 41.3'
"
PERC
C2
FS
2.5Y 7/6
120" 135_5'
NO GROUNDWATER ENCOUNTERED
DICE #15-005
2
NOTE. LOT LINES ARE
100'+ FROM ANY
PROPOSED SEP77C
COMPONENTS
Scale: 1 "= 20'
0 10 20 30 40 `G FE=T
IV
4
"GROUNDWATER EXPECTED
AT EL 31.0
NOTES
1. DATUM IS NAVE) 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.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
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 OR PUMPED AND FILLED WITH CLEAN
SAND.
24" OAK 7/ \ \ SUPPORT GARAGE AS NECESSARY
\ TO PREVENT UNDERMINING
\ \ DURING SEP77C INSTALLATION
O� t
�O
01
o4'11
3
PROPOSED
ADDITION I
�I
I 44
I
BENCHMARK I0.' I
(/� CENTER OF BASIN I
e
3130,> -
DATE
L7
r..auY3 Health Depart.:.z::a__
Date
,7gu 17- 4,r.
S.
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 83 PARCEL 2
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
/x•'5.1
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (38 + 8.83) 2 (.66) = 124 GPD
BOTTOM 38 x 8.83 (.66) = 221 GPD
TOTAL: 522 S.F. 345 GPD
USE (4) H-20 500 GAL. LEACHING CHAMBERS
(ACME OR EQUAL) WITH 2' STONE ALL AROUND
MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
13 PARK CIRCLE
WEST YARMOUTH, MA
PREPARED FOR
LEE ROBERTS
DATE: MARCH 30, 2015
I off 508-362-4541
fax 508-362-9880
downcope.com
down capeengineering, inc.
civil engineers
land surveyors
939 Moin Street ( Rte 6A)
YARMOUTHPORT MA 02675
15-005 ROBERTS.DWG
xit 7
=
Route 6
Yarmouth
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Campground
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Electric
Cocheset
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 83 PARCEL 2
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
/x•'5.1
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (38 + 8.83) 2 (.66) = 124 GPD
BOTTOM 38 x 8.83 (.66) = 221 GPD
TOTAL: 522 S.F. 345 GPD
USE (4) H-20 500 GAL. LEACHING CHAMBERS
(ACME OR EQUAL) WITH 2' STONE ALL AROUND
MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
13 PARK CIRCLE
WEST YARMOUTH, MA
PREPARED FOR
LEE ROBERTS
DATE: MARCH 30, 2015
I off 508-362-4541
fax 508-362-9880
downcope.com
down capeengineering, inc.
civil engineers
land surveyors
939 Moin Street ( Rte 6A)
YARMOUTHPORT MA 02675
15-005 ROBERTS.DWG