HomeMy WebLinkAbout96.40 - Title 5 Site Plan (Copy 2)=LEND
V
100.0
PROPOSED SPOT ELEVATION
100x0
EXISTING- SPOT ELEVATION
_F 0-01 _
PROPOSED CONTOUR
- 100
EXISTING CONTOUR
-W-
PROPOSED WATER
T ##02-206
-40
ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER TO WITHIN 3' OF FIN.- GRADE
ACCESS COVER (WATERTIGHT) TO
38.0' MINIMUM .75' OF COVEROVERPRECAST WITHIN 6" OF FIN. GRADE 2X SLOPE REQUIRED OVER SYSTEM 37.0
4 �I INSTALL INLET
TEE 1' ABOVE
37.0' OU110 1NVERr
PROPOSED 1500
GALLON SEPTIC 34.75'
35.0' TANK (H- ) GAS
SUMP
10
BAFFLE 33.57
MIN. (2.5x SLOPE) �_6- CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
DEPTH OF FLOW = 4'
TEE SIZES:
INLET DEPTH = 10_
OUTLET DEPTH = 14" (39 % SLOPE)
FOUNDATION- 18' - SEPTIC TANK 3'
01
I
RUN PIPE LEVEL
FOR FIRST 2'
D' BOX
2' DOUBLE WASHED PEASTONE
/ OR GEOTEXTILE FABRIC
( 3' MAX.
11 `I . -1
'--�'-oppp
V
v pppp
SYSTEM PROFILE
PROP TOP
FNDN MEL
40.0'
ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER TO WITHIN 3' OF FIN.- GRADE
ACCESS COVER (WATERTIGHT) TO
38.0' MINIMUM .75' OF COVEROVERPRECAST WITHIN 6" OF FIN. GRADE 2X SLOPE REQUIRED OVER SYSTEM 37.0
4 �I INSTALL INLET
TEE 1' ABOVE
37.0' OU110 1NVERr
PROPOSED 1500
GALLON SEPTIC 34.75'
35.0' TANK (H- ) GAS
SUMP
10
BAFFLE 33.57
MIN. (2.5x SLOPE) �_6- CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
DEPTH OF FLOW = 4'
TEE SIZES:
INLET DEPTH = 10_
OUTLET DEPTH = 14" (39 % SLOPE)
FOUNDATION- 18' - SEPTIC TANK 3'
01
I
RUN PIPE LEVEL
FOR FIRST 2'
D' BOX
2' DOUBLE WASHED PEASTONE
/ OR GEOTEXTILE FABRIC
( 3' MAX.
11 `I . -1
'--�'-oppp
V
v pppp
0/A/E
DESIGN FLOW. 3 BEDROOMS 0 110 GPD
33.3'
pppp
p pppp
1OYR 4/2
o
10" 36.5' 9"
p
p
p p E3 p 0
p
ED
GPD
8 2'
pppp p pppp
USE (2) 500 GAL. LEACHING CHAMBERS
(ACME OR EQUAL)
3/4" TO
1
1/2" DOUBLE WASHED
MA
STONE
(� X SLOPE)
- 12'
LEACHING
FACILITY
oP0
7 KLMUYAL Vr umavi IAOL¢ Q""
i REQUIRED AROUND
NORTHEASTERLY PORTION OF
PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER
REPLACE WITH CLEAN MED. SAND.
•>_ 196 0 � / �
/
/
/
/
/
/
,
5'
BOTTOM TH-1 EL. 26.3'
NOTES
1. DATUM IS APPROXIMATE_ NGVD
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO
H-10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
MASS. ENVIRONMENTAL CODE TITLE V.
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. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED' AND FILLED WITH "CLEAN SAND:
12. ANY UNSUITABLE MATERIAL- ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
SYSTEM DESIGN:
V
GARBAGE DISPOSER IS NOT ALLOWED
0/A/E
DESIGN FLOW. 3 BEDROOMS 0 110 GPD
= 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
1OYR 4/2
USE. A 1500 GAL. SEPTIC TANK
10" 36.5' 9"
LEACHING:
37.2'
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
MA
APPROVED DATE- BOARD OF HEALTH
I.(-z-1►0
DATI
3 s.
4'
LOCUS
Route 6
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 96 PARCEL 40
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 (ASSUMED)
CLASS 1 SOILS P#
Q ELEV.
0", 37.3' 0„
- 0/A/E -
V
ELEV.
38.0'
0/A/E
-
LS
LS
10YR 4/2
1OYR 4/2
10" 36.5' 9"
37.2'
B
B
LS -
LS
32" 10YR 4/6 34.6'1OYR
36"
4/6
35.0',
C C
MS MS
2.5Y 5/6 2.5Y 5/6
132" I 26_3' 120" I
NO GROUNDWATER ENCOUNTERED
OF
28.0'
61 BRUSH HILL RD.
YARMOUTH (PORT) MA
PREPARED FOR
OUR FIRST HOME..
RE, P.
DATE: FEBRUARY 9, 2007
SEPTEMBER 24, 2007 (BLDG ENVELOPE)
Scale: 1 "= 20'
0 10 20 30 40 _50 FEET
fh°
�i
-o
r^ a
Cr off 508-362-4541
fax 508 362-9880
f
`.-down cope engineering, Inc.
Cl VIL ENGINEERS
LAND SURVEYORS
939 Main Street - YARMOUTHPOR7, MASS.
02-206OUR-FIRSTHOME TOPO LOTS 4-7.9,10.DWG (DDF)