HomeMy WebLinkAbout96.39 - Title 5 Site Plan (Copy 2)LEGEND
100.0 PROPOSED SPOT ELEVATION
1 DOX0 EXISTING SPOT ELEVATION -
100 PROPOSED CONTOUR
- 100 EXISTING CONTOUR
}ly PROPOSED WATER
02-206 (LOT 5)-
SYSTEM PROFILE
PROP. TOP FNDN. AT EL. 35.0'
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER TO WITHIN 3" OF FIN. GRADE
ACCESS COVER (WATERTIGHT) TO
35.0 MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE
2% SLOPE REQUIRED OVER SYSTEM
9D35.0
__j___
_-4�RUN PIPE 2" DOUBLE WASHED PEASTONE
32.64' 1L-/ -FOR FIRST 2�FI OR GEOTEXTILE FABRIC
- PROPOSED �� f/
GALLON SEPTIC 32.12'
32.37 TANK (H- 1 Q 1r 6' SUMP
BAFFLE 31.74' 1.57 Q Q Q Q 0 0 0 Q Q
31:5' QQQQ Q QQQQ o
MIN. L? % SLOPE) �6" CRUSHED STONE OR MECHANICAL Q Q Q Q Q Q Q Q Q
COMPACTION. (15.221 [21) MIN 2' Q Q Q Q Q Q O Q Q
DEPTH OF FLOW 4 (--L-% % SLOPE) (-L-% SLOPE)
TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE
INLET DEPTH 0"
OUTLET DEPTH 14"
FOUNDATION- 11' - SEPTIC TANK 38' D' BOX 91', LEACHING ;
FACILITY
5' REMOVA F UNSUIT SOIL
REQUIRED AR D PERIME OF
LEACHING FACIU DOWN TO
SUITABLE SOIL LA REPLACE
1�
0
t
N 1
N_
} LO 5
r } 16,777± ".F.
r
I
1 �jso
--T-44
i } /
L }
` DECK , l
� 1
#57 t tt
PROP. DWELL = 1
TOP FNDN - 35.0' W
E
,
N, It MINIMAL FILL ALLOWED
I I FOR DRIVEWAY
G ,11 GRADING
It
,
N o 11,
,
11, BENCHMARK
11, HYDRANT
TAG BOLT #2063 \`1' v�
1, ELEV. = 35.1'
J \�
BRUSH SILL RD,
I I
i
i
BENCHMARK
�\ CORNER CONC. ELEC. PA'
�\ ELEV. = 33.5'
�! / .53'
\` R 5.00
3' MAX.
29.5'
4'
BOTTOM TH-2 EL. 25.5' }
LOT 7 ADJ. WATER AT EL. 23.6'
0
NOTES
1. DATUM IS APPROXIMATE NGVD
2. MUNICIPAL WATER IS AVAILABLE
2
4
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
330 GPD
4. -DESIGN LOADING FOR ALL PRECAST UNITS TO BE
AASHO
H- 10
0/A/E
5. PIPE JOINTS TO BE MADE WATERTIGHT.
LS
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WI
MASS. ENVIRONMENTAL CODE TITLE V.
GPD
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT
TO
BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE.
GPD -
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
B
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEA
D
WITHOUT INSPECTION BY BOARD OF HEALTH AND PER
ISSION
OBTAINED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLIN
1OYR 4/6
DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION
4/6
OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
0
COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL
L
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
12. ALL TRAFFIC TO BE RESTRICTED UTILIZING LANDS
PE
TIES OR FENCING WITHIN 10' OF PROPOSED LEACHING
FACILITY OR CHAMBERS -ARE TO BE MADE H2O LOAD
BEARING.
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
2
4
DESIGN FLOW: 3 BEDROOMS 0 110 GPD =
330 GPD
USE A-330 GPD DESIGN FLOW -
36.0'
SEPTIC TANK: 330 GPD (2) = 660
0/A/E
USE A 1500 GAL. SEPTIC TANK
LS
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 DATE
MA
BOARD OF HEALTH
1)-Ltfc
DATE
{
5 �
C
A /N
LOCUS
ROule 6
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 96 PARCEL 39.
LOCUS IS WITHIN FEMA FLOOD ZONE "C"
AS SHOWN ON COMMUNITY PANEL
#250015 0003 C DATED JUNE 17, 1996
TEST HOLE LOGS
ENGINEER: DAVID FLAHERTY, R.S.
WITNESS:. PHIL RENAUD, YBOH
DATE: JANUARY 16, 2007
PERC. RATE _ < '2 MIN/INCH
CLASS ' SOILS.. P#
Q ELEV.
"
2
4
ELEV.
0" 36.3' p^
- -
36.0'
O/A/E
0/A/E
LS
LS
9" 1OYR 3/2 35.5'.10YR
3/2
6"
B
35.5' `
B
LS
LS
34"
1OYR 4/6
33.5'1OYR
30"
4/6
33.5'
C PERC C
MS MCS
2.5Y 6/5 2.5Y 6/5
126" �� 25_8' 126" L. 25.5'
NO GROUNDWATER ENCOUNTERED
TI LE 5 SITE PLAIN
OF
57 BRUSH -HILL RD.
YARMOUTH (PORT), MA
PREPARED FOR
OUR FIRST HOME
DATE: FEBRUARY 9, 2007
REV. DATE: SEPTEMBER 5, .2007
DATE: SEPTEMBER 24, 2007 (BLDG ENVELOPE)
���� � Scale: l "= 20'
:�oL� C� �,,%`
m CTLf15 f C"` f- e l 0 10 20 30 40 50 "FE
i
off 508-362-4541 j
fax 508 362-9880
own cape en gin eerin g, inc.
Cl VIL ENGINEERS
LAND SURVEYORS
9 9 Main Street - YARMOUTHPORT, MASS.
02-206OUR-FIRSTHOME TOPO LOTS 4-7.9,10.DWG (DDF)