HomeMy WebLinkAboutEngineered Plan - 2001AXIMUM- FEASIBLE COMPLIANCE APPROVALS REQUESTED:
1. VARY LEACH AREA TO P'ROP'ERTY LINE BY 4' 16' PROVIDED).
7
310 CMR 15.211 (1).
CL
r
26,36
aci
BENCH MARK --TOP BRICK, NORTH
CORN, TOP STEP=26.42 ASSIGNED
N/F
PESCHIER
/, rn
• 6.3
26.7 v I RESERV
r �L x 2�0 ,� � \25,615�
26,4L`�5.41
TH 1 rncv�-2659F
�' • •26.6
6.4
X26,93
26.6
/w
x 27.2 ?6.5
/ x 26.81 +.
27.6 C'
z
' 7.0 H z
\27.8 (�/ X
27WLLj
6.
DRIVEWAY
x 27.4
27.92 :......
x 26.2
L T
x 26,1 �-
\27.77 `�0•
\ x 26.5
\27.6
C � 25.9
\27.64
x ft(�6.6
\ 27.54
Invert 23.97
JOB NO. Y01-013
TEST HOLE LOCATION, NUMBER
W
TEa
MACEDO.DWG
GAS LINE MARKINGS (IF SHOWN;
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
x 9.5 x 8,7
.n
rQy.
1.
LOCUS 18 A.M. 88, PARCEL 222
g
PROPOSED CONTOUR
1 2.
ELEVATIONS SHOWN ARE ASSIGNED.
T
� Rood
3.
CU
LOS IS IN FLOOD ZONE C ON FIRM DATED JUNE 17, 198'+.
x -
Id Town House
4.
ALL PIPES TO BE 4" SCH 4;;, AND PITCHED AT 1/4" PER FoOT. (UNLESS NOTED)
9�
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 101":' ARE ON TOWN
WATER.
�
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
DESIGN
NOT TO
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
SCALE
1320
[:' -BOX EXIT F'IF'ES TO BE LEVEL FOR FIRST TWO FEET.
Invert 23.72
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE
PROVIDED.
Use: Gas Baffle
BENCH MARK --NE CORN CONC.
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN
PLACE.
�4, BULKHEAD = 26.78 ASSIGNED
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
Proposed
' 10
`"TONE TO ESE C'OH BLE WACUC-n 3/4 TC) -1 -1 /`'" WITH ''" MIN 'I /" T'� -1 10" PEA STr'NE nkl TOP
LOCATION MAP
N/F
PESCHIER
/, rn
• 6.3
26.7 v I RESERV
r �L x 2�0 ,� � \25,615�
26,4L`�5.41
TH 1 rncv�-2659F
�' • •26.6
6.4
X26,93
26.6
/w
x 27.2 ?6.5
/ x 26.81 +.
27.6 C'
z
' 7.0 H z
\27.8 (�/ X
27WLLj
6.
DRIVEWAY
x 27.4
27.92 :......
x 26.2
L T
x 26,1 �-
\27.77 `�0•
\ x 26.5
\27.6
C � 25.9
\27.64
x ft(�6.6
\ 27.54
J1,K1
'
PatDE
J.
25. " 26,
_0
x 2541
T \
x 26.4
11. IF UNSUITABLE SOILS, OR `:OILS DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12. IF AN OVERDID IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 'I
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 31+ CMR 15.255,13).
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)
14 ALL - nNST0 . TION Tn MEET TITLE ` AND I rie'AL RECtJLATIONS
p
Invert 23.97
TH 1
TEST HOLE LOCATION, NUMBER
W
WATER LINE MARKINGS
G
GAS LINE MARKINGS (IF SHOWN;
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
x 9.5 x 8,7
EXISTING R: PROPOSED ELEVATIONS ('X' MARKS POINT)
6--
EXISTING (CONTOUR
g
PROPOSED CONTOUR
Amy L. Von Hone, RS
UTILITY POLE (IF SHOWN)
T
UNDERGROUND TELEPHONE MARKINGS
®
EXISTING DRAINAGE CATCH BASIN
x -
FENCE (IF SHOWN, NOT ALL SHOWN)
TOP' FOUND.
TREE OF SHOWN, NOT ALL SHOWN±
J1,K1
'
PatDE
J.
25. " 26,
_0
x 2541
T \
x 26.4
11. IF UNSUITABLE SOILS, OR `:OILS DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12. IF AN OVERDID IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 'I
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 31+ CMR 15.255,13).
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)
14 ALL - nNST0 . TION Tn MEET TITLE ` AND I rie'AL RECtJLATIONS
p
Invert 23.97
150'0 Gell.
LEACH AREA 32"
NO GRADE CHANGES PROPOSED.
TEST HOLE DATE:
February 6, 20O�i
Proposed
RUN SCH 40 PIPE
3301. GPD
PERFORMED BY:
Ron "adillac, Soil Evaluator
3+0"
BACK TO CAST IRON.
28.24±
WITNESSED BY:
Amy L. Von Hone, RS
33"
AND 2'
STONE ON ENDS, FOR A 25'
PER" RATE:
<2'-,%00"/inch ('C layer)
Invert 22.20
TOP' FOUND.
SOIL SURVEY,'1993;:
Carver coarse sand
25.8
16'I�
Invert 25.45
GEOLOGIC MAP;1986,:
Harwich o!atwash plain deposits
60"
DESIGN CAPACITY:
9
DESIGN
DATA
Exist. Cast Iran
GPD,/SF]
88"
Invert 23.72
CL
Use: Gas Baffle
,, 2- 2 DRY WELLS
Invert 2L.Li+
S=1 1 /S"/f+
Proposed
�.
x 25.6
y�» mint.
cover
-.i »
='- 5/s',/ft
S=level
Top Conc.=23.0
Top peastone= 22.7
5.6 N/F
Invert 23.97
150'0 Gell.
LEACH AREA 32"
GARBAGE '..GRINDER:
~
.¢
\ '`m 'f" SMITH
Proposed
REGI JIRED CAPACITY:
3301. GPD
USE 2
5
SEPTIC TANK:
150101 GAL.
SHOWN,
WITH 4' OF STONE ON SIDES
BOTTOM LEACHING AREA:
3201.75 SF
AND 2'
STONE ON ENDS, FOR A 25'
[(25' X 12.83'1]
Invert 22.37
Invert 22.20
;tone
or cornpact Proposed
� 1
F ropc:�sed
25.8
16'I�
(
I O i
[2(12.83'+ 25') X 2' DEEP)]
DESIGN CAPACITY:
9
DESIGN
DATA
U320.75 SF + 1451.32 SF) X .74
------1 24" 132"
L
Fill
E layer10yr 5/2
loarny sand
B layar 1v`yr 5/6
sandy loam
C layer 2.5y 6/4
medium sand
no water
ELEV.(feet)
2 6. 6
21.6
15.6
X 20.2 HAND BORING 2
*4.6 Bottom
DEPTH (inches) ELEV.(feet)
Bottom TH1=15.6
*Based upon USGS Quad grade
is 0 48'1 NGVD. Water is
estimated at 20't NGVD.
0
4-
8.
BEDRt;OMS:
3
LEACH AREA 32"
GARBAGE '..GRINDER:
No
REGI JIRED CAPACITY:
3301. GPD
USE 2
DRY WELLS SET 4' APART, AS
SEPTIC TANK:
150101 GAL.
SHOWN,
WITH 4' OF STONE ON SIDES
BOTTOM LEACHING AREA:
3201.75 SF
AND 2'
STONE ON ENDS, FOR A 25'
[(25' X 12.83'1]
BY 12'-10" BY 2' DEEP LEACH AREA.
SIDE LEACHING AREA:
151.32 SF
[2(12.83'+ 25') X 2' DEEP)]
DESIGN CAPACITY:
349 GPD
U320.75 SF + 1451.32 SF) X .74
GPD,/SF]
88"
THIS FLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
OF
jsTsTEt` U'
ANITAR�pN
Z
SITE FLAN
FOR
JOANNE E. MAIC EDO
A layer 10yr 2/2
sandy loam
E layer 10yr 5/2
loamy sand
B layer 10yr 5/6
sandy loam
C layer 2.5y 6/4
medium sand
no water
rocks hit
OFly4ss'cT LOT 3, S FAWN ROAD, S. YARMOUTH, A
tiG �
.,AAFF FEBRUARY 9, r�1 SCALE: 1 "=20'
a
AGENT WORM,"
4 1 .
25.4
22.7
18.1
RONALD J. CADILLAC, PLS, ISS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.Q. BOX 258
WEST YARMOUTH, MA 012673
DATE (��CS) 775-9700
I-• 2001 BY R.J. CADILLAC' (� [ Q d ( pp PAGE 1 OF 1
uv
FEB 12 2001
-HEALTH DEPT.