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DEPTH FROM
HOLE LOGS
DEEPOBSERVATION
EXIT 8
W
SOIL CALOR
MUNSELL
SOIL
MOTTLING
.:,:.. RFNOFS.
OUTf -6 , Q
FILL
{
. 'PLAN ..:REEF , ,
200
W — 1Y HARDEWC
0' — 36•
DATE OF TESTS, MARCH 27. 2003 YJTNESSED BY JOHN G. SCHNAIBLF. CE ASSESSORS MAP 87 .PARCEL 41;:
_
10 YR 7 6
i
AM, Y VON HONE HEALTH AGENT
PLAN B ,
rq OOK 247 PAGE. 25
s
`
SAND
OBSERVATION HOLE 1 EL 525 t
,DEEP OBSER � DEED BOOK. 12497 PAGE. 33
_ 9
MEDW M COARSE SAND
DEPTH FROM
SOIL
HORIZON
SOIL
TEXTURE
SOIL CALOR
MUNSELL
SOIL
MOTTLING
OTHER
0' — 40'
FILL
100
1
THE MATERIAL THAT PAS THE #4 SIEVE SHALL MEET THE
200
W — 1Y HARDEWC
0' — 36•
:. FILL
_
10 YR 7 6
•
if— 36' HARDDW & SAND
36' — 129'
O
SAND
10 YR 6/6
NONE
MEDW M COARSE SAND
LOOSE
/ r BOUND
/ 7
VATION HOLE 2 EL = 52Tt h 50 YARMOUTH, MA
DEEP OBSER I � _ i / 4 CONTOUR,
DEPTH FROM
SURFACE
SOIL
HORIZON
SOIL
TEXTURE
SOIL COLOR
MUNSELL
SOIL
MOTTLING
OTHER
0' — 40'
FILL
100
1
THE MATERIAL THAT PAS THE #4 SIEVE SHALL MEET THE
200
H
40 — 13T ”
C
SAND
10 YR 7 6
–
NONE
MERN TO COARSE SAND
LAS
/ it 11 ,- • / \
/ MISC. SIGN ,
50.5+ SPOT GRADEKEY MAPO N0
SCALE
u 4
CONTOUR
Par. AT 88'
-: ._ .. ,.., l �, u��.n.r' EDGE OF CLEARING
\ 3 �
FENCE
- 9
NATION HOLE 3 EL 516'±
e \
gIi
i
DEPTH FROM
SURFACEHORIZON
SOIL
SOIL
TEXTURE
SOIL COLOR
MUNSELL
SOIL
MOTTLING
OTHER
0' — 36'
FILL
100
1
THE MATERIAL THAT PAS THE #4 SIEVE SHALL MEET THE
200
HARDE M
• •'
36 — 126
C
SAND
10 YR 7 6
NONE
MMM TO COARSE SAND
LOOSE
\ \ • � _ _ `�� �i : iii
LINID
_
c 4
PROPOSED o 1 �. s
3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER NOTE
SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO
AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL
4) ALL GRAVITY SEWER PIPE SHALL BE 6' DIA. SCH 40 PVC UNLESS OTHERWISE CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND
NOTED. THE MINIMUM SLOPE OF 6' DIA SCH 40 PVC SHALL BE 0.01 FT/FT. tOCAL BOARD OF HEALTH REGULATIONS
5) NO PART OF THIS DESIGN SHALL BE ALTERED 1MTHOUT PRIOR APPROVAL
FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF
HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR
TO CONSTRUCTION.
6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS
SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES
CHANGES IN DESIGN.
e ,
I HEREBY CERi1FY THAT THE CONINTIONS SHOWNMEREON ARE
7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND
UTILITIES PRIOR TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE AS THEY EXIST ON THE GROUND
WORK AREA DURING CONSTRUCTION. Jr�
8) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN
t
t.
C� CFC 2004
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V5907.00. 07.00
GRANULAR SAND. FREE OF ORGANIC MATTER AND OTHER DELETERIOUS
SIZZEE
MATERIALS.THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN
k
45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE 14 SIEVE.
50
THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES.
100
1
THE MATERIAL THAT PAS THE #4 SIEVE SHALL MEET THE
200
FOLLOWING GRADATION REQUIREMENTS:
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V5907.00. 07.00
SIZZEE
PPAASSING
100
50
10100%
100
1
0%-20%
200
0%-5%
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V5907.00. 07.00