HomeMy WebLinkAboutEngineered Plan - 2003MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
' 1. VARY LEACH AREA TO PROPERTY LINE BY 5' (5' PROVIDED).
VARY LEACHING TO BASEMENT BY 2' (18'+ PROVIDED TO INSIDE FOUND. WALL). BDRM
a_ 310 CMR 15.211 (1).
BATH BATH
M
BENCH MARK --TOP OF MAG NAIL 21,73 BDRM
SET IN GUTTER = 20.00 ASSIGNED BENCH MARK --TOP & CENTER OF
(SET ON RANGE LINE OF GARAGE) SEPTIC TANK = 19.95 ASSIGNED
LOCATION FROM
DRAINAGE AS -BUILT
0,06
0 20,26
IRM /<\/ / �A'9
19!98 20.
20, /
i to / 20,5
I� 7
BASEMENT
NOT TO SCALE
N /F
`'07 MEYER
c I
z
KIT GAR
LVRM DNRM
SUNRM
FIRST FLOOR
NOT TO SCALE
0 19.6
7
0008. N S
A��N 9 8303
2 0.8 2
,20,8 s�'4'Fp
SOLID BASIN 11 �9' x /�`?a,65 20.
20,6
20,7/ �O
�` / J :20,8 �Q)
20,11
` 012
X D 20
TH 1 ='�Q 5
�_ 6 <v o�
IN IW0 A
20,25
c0' x 20.5 c 9
o O"
o. ' *:•.. : 19.8
X20I ::. _.
0,2 0.0
20,14
x�s S6 9 s, i
® 20,41 O F
19.92
CO m
20,1 U9
21,30
�19J4
19,
CAUTION: THIS IS A SITE PLAN
SURVEY, AND NOT A PROPERTY
LINE SURVEY BY THIS OFFICE.
LOT LINES SHOWN ARE APPROX-
IMATE. THERE APPEARS TO BE
AND ERROR OF CLOSURE OF 2.22'
N 55-39-18 W IN LOCUS LOT.
20,1
x 18.7
LOT 7 x 18,
,11,600±S.F./
A;
91
LEGEND
TH 1
TEST HOLE LOCATION, NUMBER
W
WATER LINE MARKINGS
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
GAS LINE MARKINGS
x 9.5 X 8.7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
/-'6-- -
EXISTING CONTOUR
gam--
PROPOSED CONTOUR
0
UTILITY POLE (IF SHOWN)
®
EXISTING DRAINAGE CATCH BASIN
x
FENCE (IF SHOWN, NOT ALL SHOWN)
4.
TREE (IF SHOWN, NOT ALL SHOWN)
20,1
x 18.7
LOT 7 x 18,
,11,600±S.F./
A;
91
NO GRADE CHANGES WITNESSED BY: Amy Von Hone, RS, CHO B layer 10yr 4/6
ARE PROPOSED PERC RATE: <2'-00"/inch (C layer) loamy sand
18,3
18.97
N/F
WINSLOW
21.33± SOIL SURVEY(1993): Carver loamy coarse sand 38"_
GEOLOGIC MAP(1986): Cape Cod Bay lake deposits
Top Foundation E
Invert 18.58± 4 INFILTRATOR 3050 UNITS
Use Gas Baffle Invert 17.08 C layer 2.5y 6/4
Proposed
Proposed medium sand
17.5
Existing S=3/4"/ft Top Peastone
1000 Gal.I
----J -----� 24" 134„ no water 9.0
T
Invert 17.25 Invert 17.00 15.0
6" Stone or Compact Proposed Proposed I 6 Bottom
II Irvl
r-
20' --3'
CD -
I I Bottom TH1=9.0
DESIGN DATA `°
BEDROOMS: 3 - LEACH AREA
G.ARRAGE:_GRINDER: - - No
USE 4 INFILTRATOR 3050 UNITS WITH ABOUT
REQUIRED CAPACITY: 330 GPD 2' OF STONE ON THE SIDES AND 3 1/2' OF
EXISTING SEPTIC TANK: 1000 GAL. STONE ON THE ENDS TO MAKE A 36' LONG
BOTTOM LEACHING AREA: 288 SF BY 8' BY 2' DEEP LEACH AREA.
[(36' X 8')]
SIDE LEACHING AREA: 176 SF
[2(36'+ 8') X 2' DEEP)]
DESIGN CAPACITY- 343 GPD
[(288 SF + 176 SF) X .74 GPD/SF]
THIS PLAN 1S A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
,HEALAGENT APPROVAL
G�3CC��0WFEB
J U L 1 7 20113
HEALTH DEPT.
SITE PLAN
FOR
ROBERT A. 8c MARGUERITE E. WELCH
LOT 7, 16 MATTIS DRIVE, YARMOUTHPORT, MA
JULY 169 2003 SCALE: 1"=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
2003 BY R.J. CADILLAC
PAGE 1 OF 1
JOB NO. Y03-14
NOTES
Welch.dwg
1.
LOCUS IS A.M. 141, PARCEL 18.
o
2.
ELEVATIONS SHOWN ARE ASSIGNED.
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)
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
Cir
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
e
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
NOT TO
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
SCALE
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING
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.
0
20.2
A layer 7.5yr 4/2
TEST HOLE DATE: May 22, 2003
16"
sandy loam
PERFORMED BY: Ron Cadillac, Soil Evaluator
NO GRADE CHANGES WITNESSED BY: Amy Von Hone, RS, CHO B layer 10yr 4/6
ARE PROPOSED PERC RATE: <2'-00"/inch (C layer) loamy sand
18,3
18.97
N/F
WINSLOW
21.33± SOIL SURVEY(1993): Carver loamy coarse sand 38"_
GEOLOGIC MAP(1986): Cape Cod Bay lake deposits
Top Foundation E
Invert 18.58± 4 INFILTRATOR 3050 UNITS
Use Gas Baffle Invert 17.08 C layer 2.5y 6/4
Proposed
Proposed medium sand
17.5
Existing S=3/4"/ft Top Peastone
1000 Gal.I
----J -----� 24" 134„ no water 9.0
T
Invert 17.25 Invert 17.00 15.0
6" Stone or Compact Proposed Proposed I 6 Bottom
II Irvl
r-
20' --3'
CD -
I I Bottom TH1=9.0
DESIGN DATA `°
BEDROOMS: 3 - LEACH AREA
G.ARRAGE:_GRINDER: - - No
USE 4 INFILTRATOR 3050 UNITS WITH ABOUT
REQUIRED CAPACITY: 330 GPD 2' OF STONE ON THE SIDES AND 3 1/2' OF
EXISTING SEPTIC TANK: 1000 GAL. STONE ON THE ENDS TO MAKE A 36' LONG
BOTTOM LEACHING AREA: 288 SF BY 8' BY 2' DEEP LEACH AREA.
[(36' X 8')]
SIDE LEACHING AREA: 176 SF
[2(36'+ 8') X 2' DEEP)]
DESIGN CAPACITY- 343 GPD
[(288 SF + 176 SF) X .74 GPD/SF]
THIS PLAN 1S A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
,HEALAGENT APPROVAL
G�3CC��0WFEB
J U L 1 7 20113
HEALTH DEPT.
SITE PLAN
FOR
ROBERT A. 8c MARGUERITE E. WELCH
LOT 7, 16 MATTIS DRIVE, YARMOUTHPORT, MA
JULY 169 2003 SCALE: 1"=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
2003 BY R.J. CADILLAC
PAGE 1 OF 1