HomeMy WebLinkAboutEngineer Plan - 2003rn
6
n
N
N
m
n
BENCH MARK --TOP & CENTER OF
WOOD STAKE= 21.25 ASSIGNED
N /F
CHALKE
N /F
CHALKE
Gg 9307
IARK--TOP, BACK & CENTER
C TANK = 22.52 ASSIGNED
N /F
CAMPBELL
rV
LEGEND
TH i TEST HOLE LOCATION, NUMBER
-- WATER LINE MARKINGS
x 21.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
8- PROPOSED CONTOUR
UTILITY POLE (IF SHOWN)
EXISTING DRAINAGE CATCH BASIN
FENCE (IF SHOWN, NOT ALL SHOWN)
TREE (IF SHOWN, NOT ALL SHOWN)
0
q 93 i9
L -4i
1 .�\w .,2 8
t
LOT 1
312110±S.F.
20,7
s�
0 0
iV o
;7 O
0
----- 24„
T 138„
Invert 18.27 Invert 17.901 5g
6" Stone or compact Proposed Proposed i Bottom
53
I IND 1 4'
I 9'
m Bottom TH1=10.4
CD
DESIGN DATA
BEDROOMS: 3
GARBAGE _GRINDER:
REQUIRED CAPACITY: 330 GPD LEACH AREA
EXISTING SEPTIC TANK: 1000 GAL.
BOTTOM LEACHING AREA: 325 SF USE 2 DRY WELLS WITH 4' OF STONE
[(25' X 13')] ALL AROUND TO MAKE A 25' LONG BY
SIDE LEACHING AREA: 152 SF 13' WIDE BY 2' DEEP LEACH AREA.
[2(13'+ 25) X 2' DEEP)]
DESIGN CAPACITY: 352 GPD
[(325 SF + 152 SF) X .74 GPD/SF]
A layer 10yr 3/2
sandy loam
B layer 2.5y 5/4
silt loam
C1 layer 2.5y 5/3
silt loam
C2 layer 2.5y 6/6
fine sand
no water
BENCH MARK --TOP OF MAG.
NAIL= 20.00 ASSIGNED67
CJ SEP 0
2003
SITE PLAN HEALTH DEPT.
FOR
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
� ISI ()s
./HEALTH AGENT APPROVAL
JOHN J. 8c CARO
LOT 19 169 CENTER STREET,
SEPTEMBER 5, 2003
L C. CROCE
YARMOUTHPORT, MA
SCALE: 1 "=30'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
DATE O2003 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1
G
21.9
20.2
17.9
10.4
.
JOB NO. Y03-30
0
TEST HOLE DATE:
NOTES Croce.dwg
12"
1-
LOCUS IS A.M. 140, PARCEL 32.
Homer's
2.
ELEVATIONS SHOWN ARE ASSIGNED.
Dock Rd.
BUYERS OPTION --USE 3 DRY WELLS
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
20"
WITH APPROX. 4' STONE ALL AROUND
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
TO MAKE A 33 1/2' X 13' X 2' DEEP
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
48.,
LEACH AREA. THIS PROVIDES 459 GPD,
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
V
OR FOUR BEDROOMS.
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
72"�
Q�'
I
9"
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
F"'s Circle
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
NOT TO
Existing S-3/ 4"/eft
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING
SCALE
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
LOCATION MAP
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12.
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS 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.
DEPTH (inches) ELEV.(feet)
14
ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS
Gg 9307
IARK--TOP, BACK & CENTER
C TANK = 22.52 ASSIGNED
N /F
CAMPBELL
rV
LEGEND
TH i TEST HOLE LOCATION, NUMBER
-- WATER LINE MARKINGS
x 21.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
8- PROPOSED CONTOUR
UTILITY POLE (IF SHOWN)
EXISTING DRAINAGE CATCH BASIN
FENCE (IF SHOWN, NOT ALL SHOWN)
TREE (IF SHOWN, NOT ALL SHOWN)
0
q 93 i9
L -4i
1 .�\w .,2 8
t
LOT 1
312110±S.F.
20,7
s�
0 0
iV o
;7 O
0
----- 24„
T 138„
Invert 18.27 Invert 17.901 5g
6" Stone or compact Proposed Proposed i Bottom
53
I IND 1 4'
I 9'
m Bottom TH1=10.4
CD
DESIGN DATA
BEDROOMS: 3
GARBAGE _GRINDER:
REQUIRED CAPACITY: 330 GPD LEACH AREA
EXISTING SEPTIC TANK: 1000 GAL.
BOTTOM LEACHING AREA: 325 SF USE 2 DRY WELLS WITH 4' OF STONE
[(25' X 13')] ALL AROUND TO MAKE A 25' LONG BY
SIDE LEACHING AREA: 152 SF 13' WIDE BY 2' DEEP LEACH AREA.
[2(13'+ 25) X 2' DEEP)]
DESIGN CAPACITY: 352 GPD
[(325 SF + 152 SF) X .74 GPD/SF]
A layer 10yr 3/2
sandy loam
B layer 2.5y 5/4
silt loam
C1 layer 2.5y 5/3
silt loam
C2 layer 2.5y 6/6
fine sand
no water
BENCH MARK --TOP OF MAG.
NAIL= 20.00 ASSIGNED67
CJ SEP 0
2003
SITE PLAN HEALTH DEPT.
FOR
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
� ISI ()s
./HEALTH AGENT APPROVAL
JOHN J. 8c CARO
LOT 19 169 CENTER STREET,
SEPTEMBER 5, 2003
L C. CROCE
YARMOUTHPORT, MA
SCALE: 1 "=30'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
DATE O2003 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1
G
21.9
20.2
17.9
10.4
.
0
TEST HOLE DATE:
August 20, 2003
12"
PERFORMED BY:
Ron Cadillac, Soil Evaluator
REDUCE GRADE BY A FEW WITNESSED BY:
Lynn McCartin, RS
INCHES OVER LEACH AREA. PERC RATE:
<2'-00"/inch (C layer)
SOIL SURVEY(1993):
Eastchop loamy fine sand
20"
GEOLOGIC MAP(1986):
Cape Cod Bay lake deposits
48.,
s ss°a3i8:o
i� 3 Invert 21.32
2 DRY WELLS
V
0" F
f
Invert 18.10
72"�
Q�'
I
9"
Proposed
min. cover
18.7=Top Conc.
Existing S-3/ 4"/eft
18.4=Top Peastone
1000 Gal.
(-)
Gg 9307
IARK--TOP, BACK & CENTER
C TANK = 22.52 ASSIGNED
N /F
CAMPBELL
rV
LEGEND
TH i TEST HOLE LOCATION, NUMBER
-- WATER LINE MARKINGS
x 21.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
8- PROPOSED CONTOUR
UTILITY POLE (IF SHOWN)
EXISTING DRAINAGE CATCH BASIN
FENCE (IF SHOWN, NOT ALL SHOWN)
TREE (IF SHOWN, NOT ALL SHOWN)
0
q 93 i9
L -4i
1 .�\w .,2 8
t
LOT 1
312110±S.F.
20,7
s�
0 0
iV o
;7 O
0
----- 24„
T 138„
Invert 18.27 Invert 17.901 5g
6" Stone or compact Proposed Proposed i Bottom
53
I IND 1 4'
I 9'
m Bottom TH1=10.4
CD
DESIGN DATA
BEDROOMS: 3
GARBAGE _GRINDER:
REQUIRED CAPACITY: 330 GPD LEACH AREA
EXISTING SEPTIC TANK: 1000 GAL.
BOTTOM LEACHING AREA: 325 SF USE 2 DRY WELLS WITH 4' OF STONE
[(25' X 13')] ALL AROUND TO MAKE A 25' LONG BY
SIDE LEACHING AREA: 152 SF 13' WIDE BY 2' DEEP LEACH AREA.
[2(13'+ 25) X 2' DEEP)]
DESIGN CAPACITY: 352 GPD
[(325 SF + 152 SF) X .74 GPD/SF]
A layer 10yr 3/2
sandy loam
B layer 2.5y 5/4
silt loam
C1 layer 2.5y 5/3
silt loam
C2 layer 2.5y 6/6
fine sand
no water
BENCH MARK --TOP OF MAG.
NAIL= 20.00 ASSIGNED67
CJ SEP 0
2003
SITE PLAN HEALTH DEPT.
FOR
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
� ISI ()s
./HEALTH AGENT APPROVAL
JOHN J. 8c CARO
LOT 19 169 CENTER STREET,
SEPTEMBER 5, 2003
L C. CROCE
YARMOUTHPORT, MA
SCALE: 1 "=30'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
DATE O2003 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1
G
21.9
20.2
17.9
10.4