HomeMy WebLinkAboutDecision 4509 - Title 5 Site PlanNOT TO SCALE)
FOR CARRIAGE HOUSE/GARAGE BLDG. ONLY
SILL ELEV. 25.7' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
IN AREA OF PIPE EXIT) 2" PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE
MINIMUM 75' OF COVER OVER PRECAST
PRECAST H-10
RISERS (IYP.)
2'0
WATER–TEST D'BOX FOR LEVLLNL55
4" OSCH40 PVC
PROP. TEE PIPES LEVEL 1ST 2'
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
CONCRETE COVERS TO WITHIN 3" GRADE
9% SI nPF REOUIRED OVER SYSTEM 122.0
BLOCKS OR
PRECAST RISERS
MORTAR ALL H-10
2COMPONENTS
INV'S F1 18.412,
ENDS (
NP')
SIDES 19.23'
Zl.8 f 10" 1500 GAL H-10 14 0 0 0
0ROP.) 21.38 TEE SEPTIC TANK TEE ° ° ° ° amaa a oa aoaa— ___mm >ooa00000
1.13' aa 51o a oa ooa o aoaoo , ° °
0 °
o o o 000 000 o 00000 0000000076' 000°000°o°o p >000000 0 0 0 0
0 0 0 0 0 o o o o Q Daaaaa® mm Ef: OnaO ,0000000000°0 0 0 10000GASBAFFLE ::' _00000 0 o_ 000°0000 0 0 0 0 cc
o°°°° oaaaaa®aeon ooaaaonaaaa .°°°°
000018. 18.49'
0000°°°° o0og o 16.4
4' LIQ. LEVEL (ACME OR EQUAL)
0000°°°o
0000 0000000000a000000000000000000000 "
o o00 o_°__.o 0 0 0 0 0 `.o_0_0_n.0.0 0 3/4 –1-1/2" DOUBLE WASHED STONE
H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
2) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 22.0' X 8.83' 4.4
COMPACTION. (15.221 [2])
2 % SLOPE) (LQ Z% SLOPE) (–!—% SLOPE)
LEACHING
FOUNDATION— 21' SEPTIC TANK 23' D' BOX 11' FACILITY 12.0' BOTTOM TH-1
THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL NO GROUNDWATER FOUND _
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
NOTE: BUILDING SEWER TO EXIT IN AREA SHOWN, AT MIN. ELEVATION SHOWN
LEGEND
yy EXISTING CONTOUR
X 99-1 EXIST. SPOT ELEV.
99 PROPOSED CONTOUR
99 11 PROPOSED SPOT EL.
TH 1
TEST HOLE
2 SLOPE OF GROUND
C -OL) UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE
WITNESS. PHIL RENAUD
DATE: 4/15/14
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV.
0„ `
V 22.0'
A
LS
1OYR 3/2
19"
B
LS
43"
1OYR 5/8
18.4'
C
PERC
MS
10YR 7/4
120" 12.0'
NO GROUNDWATER ENCOUNTERED
14-061
NOTES
1. DATUM IS APPROX. NGVD
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
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.
o 10 20 30 ao 50 FEET
DATE DANIEL A. OJALA, P.E., P.L.S.
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 132 PARCEL 130
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
PROPOSED 1 BR IN EXIST. CARRIAGE HOUSE/GARAGE
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:
SIDES:` 2 (22 + 8-.83)-2 (.74) 91 - GPD
BOTTOM 22 x 8.83 (.74) = 143 GPD
TOTAL: 317.S.F. 234 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 2.5' STONE AT ENDS AND 2' AT SIDES
p
te
M
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
41 CENTER STREET
YARMOUTH PORT
PREPARED FOR
JACK HANNON
REV. MAYL51 2
014114 (
ELEV.) MAY 6201
YARMOUTH
BOARD OF APPS,
off 508-362-4541
I fax 508-362-9880
downcope.com
00WO c41,0e engineering, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
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