HomeMy WebLinkAboutEngineer Plans - 20034A
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05UA-' 3 TEST
/
DEP TIi (inches) ELEV feet DEPTH (inc (feet) -incl
B ea 0
O/slneyl6a a/ M
B amdi lOp 5/6
M mar 10yr 5/41
1
C2 loyer 25y 7/2
medium sand
C3 loyer 25y 7/3
AT loam
I no e
'09
5V J2
/ BENCH MARK --CORNER OF MONT 12
09.6] ^ STEP 5262 ASSIGNED
/ \ O RE e[PNG cE IEP) 48
r
70
94
G 150'
LEGEND
TO I TEST HOLE LOCATION. NUMBER
W WATER LINE MARKINGS
. 3.] &7 EXISTING & PROPOSED ELEVATORS ('X' MARKS POINT)
EXISTING CONTOUR
-Q-�- PROPOSED CONTOUR
j3
UTILITY POLE (IF SHOW)
BE EXISTING DRAINAGE CATCH BASIN
FENCE (IF SHOWN. NOT ALL SHOWN)
QTREE (IF SHOWN. NOT ALL SHOWN)
5
BENCH MARK -TW OF MOD S
Invert 44.70/
d,cF 4300 /SPMm b1l
4\ 1.0
7 9'
SET FIDSH=4&
ASSIGNED CALL HEALTH AGENT,
OR
or compact
Y,p ,,d
Pmpaeea I
Bottom
R.J. CADILLAC TO INSPECT
BOTTOM LEOCHING AREA:
N/F
LOCUS IS A.M. 119, PARCEL 4.
[(58' X 12')]
REMOVAL PRIOR TO
I
SIDE LEACHING AREA:
LONGSHIP COVE AS§OC.,
INC. SCREMI VET
[2(58'+ 12') X 2' DEEP)]
PLACING STONE.
'T --I
504
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
0
[SS6 SF + 280 SF) X .60 GPD/SF]
d
4.
"INSPEC POR
_
48.2
MUNICIPAL WATER IS AVAILABLE. LOTS WHIN 100' ARE ON TOWN WATER
r 4].17
48.0
06
INIEI TEE TO PROJECT DOWN 13', OUTLET ME DOWN W.
NOT TO
8.
IF TWO OR MORE UNES. WATER LEST D -BOX FOR ECHAL FLOW
473
SCALE
D -80X EXIT PIPES TO BE LEVEL FOR FIRST Mb FEET.
TO 11
CY
9.
-IS
46
7
W�
Rte fi
W T41.51�'
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2' MIN. 1/8 TO 1/2 PEA S1CNE ON iur.
10'
'It
LOT 34
4/.0
-
CONTACT THE BOARD OF HEALTH. OR R.J. CADILLAC.
23,150tSF.
12
�__
RE$Eq
6.6
n,
N/F h
�
PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
�4G.O 4].
i 11
WENBERG `�7
s� --- I
TH z
NO GR\DE
CHANGE
(inches) BEVNeet)
V 0
496
ARE
-ROPOSID
47,1
my " �....
�
M
n
4] 2
�. h�
fi=
v loom py
S�
,48'
BENCH MARK TUP REM CENTER
PERFORMED BY Ron Cadillac, SOI Evaluator
OwM MARK -TOP REAR EFmM
4 4
� 4.9
WITNESSED BY Do n i Flaherty. RS
47.8 gPTt TANK = 96.85 0.41Mm
B lop, tag 5/9
1 .406 _ 482
47.
hTY
480
TH 4
4SO
0 61r
/^
439
.ty 48.1 475 TO 3ili
3
�I_
C toyer 25y 6j3
.483
a 45.62
�0°
Y05
48.8 49n
JJ
T3,,,,
n
SENO
rTlpim
Ran Oe& Ods Tame
a91
/50`
.494
4A
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�52.IJ �R 37
]2G e.3 iso
ORv�/ A
]vs
,�49JV
05UA-' 3 TEST
/
DEP TIi (inches) ELEV feet DEPTH (inc (feet) -incl
B ea 0
O/slneyl6a a/ M
B amdi lOp 5/6
M mar 10yr 5/41
1
C2 loyer 25y 7/2
medium sand
C3 loyer 25y 7/3
AT loam
I no e
'09
5V J2
/ BENCH MARK --CORNER OF MONT 12
09.6] ^ STEP 5262 ASSIGNED
/ \ O RE e[PNG cE IEP) 48
r
70
94
G 150'
LEGEND
TO I TEST HOLE LOCATION. NUMBER
W WATER LINE MARKINGS
. 3.] &7 EXISTING & PROPOSED ELEVATORS ('X' MARKS POINT)
EXISTING CONTOUR
-Q-�- PROPOSED CONTOUR
j3
UTILITY POLE (IF SHOW)
BE EXISTING DRAINAGE CATCH BASIN
FENCE (IF SHOWN. NOT ALL SHOWN)
QTREE (IF SHOWN. NOT ALL SHOWN)
5
NOTES
Invert 44.70/
d,cF 4300 /SPMm b1l
4\ 1.0
7 9'
�rcwaaa
2
REQUIRED CAPACITY
or compact
Y,p ,,d
Pmpaeea I
Bottom
BOTTOM LEOCHING AREA:
1.
LOCUS IS A.M. 119, PARCEL 4.
[(58' X 12')]
I
SIDE LEACHING AREA:
2.
ELEVATIONS SHOWN ARE ASSIGNED.
[2(58'+ 12') X 2' DEEP)]
'T --I
504
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
0
[SS6 SF + 280 SF) X .60 GPD/SF]
d
4.
ALL PIPES TO BE 4" SCH 40. AND PITCHED AT 1/$ PER FOOT (UNLESS NOTED)
_
S
MUNICIPAL WATER IS AVAILABLE. LOTS WHIN 100' ARE ON TOWN WATER
B.
COMPONENTS TO BE AASHTO H-10, ON= NOTED.
c
INIEI TEE TO PROJECT DOWN 13', OUTLET ME DOWN W.
NOT TO
8.
IF TWO OR MORE UNES. WATER LEST D -BOX FOR ECHAL FLOW
SCALE
D -80X EXIT PIPES TO BE LEVEL FOR FIRST Mb FEET.
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VERDES MUST BE PRONGED.
Com: BUILD UP COVERS TO 6" BELOW GRADE- 2 ON TANK, 1 ON D -80X. 1 ON LEACHING
Rte fi
10,
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2' MIN. 1/8 TO 1/2 PEA S1CNE ON iur.
1L
IF UNSUITABLE SOILS. OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
LOCATION MAP
CONTACT THE BOARD OF HEALTH. OR R.J. CADILLAC.
12
IF AN OVERDID IS CALLED FOR BELOW FILL MATERIAL FOR 5 AROUND ANO UNDER LEACHING
IS TO BE CLEAN GRANULAR SAND MEETING SPEGFICAIIONS OF 310 CMR 15.255(3).
TEST HOLE 1
13.
PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
14.
ALL CONSTRUCTION TO MEET LIRE 5 AND LOCAL REGULATIONS.
DEPTH
(inches) BEVNeet)
D
46J
A Iwna my- 3/3 N
TEST HOLE GATE October 21, 2003
fi=
v loom py
BENCH MARK TUP REM CENTER
PERFORMED BY Ron Cadillac, SOI Evaluator
I
SEPTIC TANK = 46.85 ASSIGNED
WITNESSED BY Do n i Flaherty. RS
B lop, tag 5/9
BEER RATE Q' OG/Inch (G layer)
sandy loom 1^
5a06t SOIL SURV£Y(1993) Carver coarse sand
GEOLOGIC MAP(1986} Sande rh m0ralne deposits0421,
34•
439
C toyer 25y 6j3
a 45.62
7 INFILTRATOR 3050l
JJ
rTlpim
Ran Oe& Ods Tame
sandy loon
aiding Invert 4453 Top Load
ve
9 min. rm Prapoeea 0.35= Top ant
S=1 /2/$ TOP PeosmnN
Existm9
spec m Pr &
vmt
1500 Cbl.
T 24
RY
no veto
33.1
s" stone
BEDROOMS:
Invert 44.70/
d,cF 4300 /SPMm b1l
4\ 1.0
7 9'
TEST HOLE
2
REQUIRED CAPACITY
or compact
Y,p ,,d
Pmpaeea I
Bottom
BOTTOM LEOCHING AREA:
696 SF
4
[(58' X 12')]
I
SIDE LEACHING AREA:
DEPTH Onchee)
ELEV.B,,R
[2(58'+ 12') X 2' DEEP)]
'T --I
504
15 Battam 1111=33'1
585 GPD
0
[SS6 SF + 280 SF) X .60 GPD/SF]
_
DESIGN DATA
(/F
BEDROOMS:
5
BERG
GARBAGE GRINDER:....
No
APPROVAL
REQUIRED CAPACITY
550 GPD
SEPTIC TANK:
1500 GAL
BOTTOM LEOCHING AREA:
696 SF
4
[(58' X 12')]
SIDE LEACHING AREA:
280 OF
FLMr(b d)
[2(58'+ 12') X 2' DEEP)]
'T --I
504
DESIGN CAPACITY:
585 GPD
[SS6 SF + 280 SF) X .60 GPD/SF]
B luyr lOp 5/61!
=ddy {dam h
423
rla:�2�5y
39.8
47.4
35.6 120" 40.4
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
RGN L RG
Dl u A LIA
p 1060 U35 9 V/ l
a Nw
I ho�o��
LEACH AREA
USE 7 3050 INFILTRATOR UNITS WITH
APPROXIMATELY a OF STONE ALL
AROUND TO MAKE A 58' X 12' X 2'
LEACH AREA.
3/4 OF A 5' REMOVAL
DO V ALL AROUND REMOVAL ON EAST 3/4
BE LEACH AREA DOWN TO SANDY LOAM.
Ful
A e d 0y m/2 0
V B �ndy am,5/I.
C1 layer 2.5y 71/3
sit loom
C2 layer 2.5y 6/3
dandy mato
wafer
W17 -Y( LII f&I{�
NOV 1 0 2003
SITE PLAN HEALTH DEPT.
FOR
KARL L. & CAMILLE M. JOEL
LOT 347 43 CENTERBOARD LANE, YARMOUTH, MA
NOVEMBER 10, 2003 SCALE: 1"=201
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA. 02673
(508) 775-9700
BY R.J. CADILLAC
MA
33.5
PAGE 1 OF 1
EAL
AGENT
APPROVAL
DATE
LEACH AREA
USE 7 3050 INFILTRATOR UNITS WITH
APPROXIMATELY a OF STONE ALL
AROUND TO MAKE A 58' X 12' X 2'
LEACH AREA.
3/4 OF A 5' REMOVAL
DO V ALL AROUND REMOVAL ON EAST 3/4
BE LEACH AREA DOWN TO SANDY LOAM.
Ful
A e d 0y m/2 0
V B �ndy am,5/I.
C1 layer 2.5y 71/3
sit loom
C2 layer 2.5y 6/3
dandy mato
wafer
W17 -Y( LII f&I{�
NOV 1 0 2003
SITE PLAN HEALTH DEPT.
FOR
KARL L. & CAMILLE M. JOEL
LOT 347 43 CENTERBOARD LANE, YARMOUTH, MA
NOVEMBER 10, 2003 SCALE: 1"=201
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA. 02673
(508) 775-9700
BY R.J. CADILLAC
MA
33.5
PAGE 1 OF 1