HomeMy WebLinkAboutEngineered Plan - 1997MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
L7
1. VARY SEPTIC TANK TO PROPERTY LINE BY 5' (5' PROVIDED).
as 310 CMR 15.211 (1).
m 2. NO RESERVE AREA SHOWN. 310CMR 15.248.
° 3. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED).
31OCMR 15.212.
13.8 .
14.3
14.1
N /F
GIARDINO
K 14.9
6X\16.1 15.4
N /F
BARONI
T TE5E TOS
LEGEND
H3 1
HAND BORING LOCATION, NUMBER
W
WATER LINE MARKINGS
G
GAS LINE MARKINGS (IF SHOWN)
-OE
OVERHEAD ELECTRIC WIRES (IF SHOWN)
x 9.5 01.0
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
--6-'-
EXISTING CONTOUR
_,.,_._8'
PROPOSED CONTOUR
2.
UTILITY POLE (IF SHOWN)
-OU-
OVERHEAD UTILITIES (IF SHOWN)
'
TREE (IF SHOWN, NOT ALL SHOWN)
Qs
EXISTING SEPTIC COVER
❑
EXISTING DRAINAGE CATCHBASIN
T TE5E TOS
NOTES
LANE, W.
TEST HOLE DATE: May 14, 1997
8"
17, 1997
PERFORMED BY: Ron Cadillac, Soil Evaluator
1 "=20'
14.71±
WITNESSED BY:. Amy L. Von Hone, RS
1.
LOCUS IS A.M. 18, PARCEL H3J.
TOP FOUND.
SOIL SURVEY(1993): Carver coarse sand
2.
ELEVATIONS SHOWN ARE ASSIGNED.
GEOLOGIC MAP(1986): Harwich outwash plain deposits
RTE 28
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
Existing
Existing
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
Gas Baffle
Invert 10..76 CONTACTOR 100'S
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
Proposed.
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
Silverleaf
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
1500 Gal.
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
- -
---- 6»
111»
Invert 11.20
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
Proposed
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
Use 6" Stone under
NOT TO
BUILD UPCOVERS COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE.
j--� 2' j j 6'
SCALE
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
=LOCATION
10,
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO. 1/2" PEASTONE ON TOP.
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
BEDROOMS:
3
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
- GARBAGE GRINDER:
12.
IF. AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
TEST HOLE 1
330 GPD LEACH AREA
IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 1.5.255(3).
SEPTIC TANK:
13.
PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE
IN
456.5 SF USE 5 CULTEC CONTACTOR 100'S
LEACH AREA, AND BURY ONSITE WITH THE HEA,_TH AGENTS APPROVAL
DEPTH (inches)
WITH 4' OF STONE ALL AROUND
SIDE LEACHING AREA:
14. ALL CONSTRUCTION TO MEE TI L AND LOCAL R GULA I N .
0
LANE, W.
TEST HOLE DATE: May 14, 1997
8"
17, 1997
PERFORMED BY: Ron Cadillac, Soil Evaluator
1 "=20'
14.71±
WITNESSED BY:. Amy L. Von Hone, RS
PERC RATE: <2'-00"/inch (Cl layer)
TOP FOUND.
SOIL SURVEY(1993): Carver coarse sand
GEOLOGIC MAP(1986): Harwich outwash plain deposits
39„
Invert 11.80±
Existing
Existing
Invert 10.95
54"0-
57
Gas Baffle
Invert 10..76 CONTACTOR 100'S
Proposed.
NO GRADE CHANGES
11.2
ARE PROPOSED
S=1 /8"/ft S=1 /8"/ft TOP PEA STONE
97"
1500 Gal.
- -
---- 6»
111»
Invert 11.20
Proposed
Invert 10.93 Invert 10.70 4, 1 0. 20
Use 6" Stone under
Proposed Proposed I Bottom
� 30' ----�
j--� 2' j j 6'
0.1' 8/10 Yr. Adjustment
DESIGN DATA
using MIW29-May 97=6.78
Zone B
OBSERVED WATER=6.1
BEDROOMS:
3
- GARBAGE GRINDER:
No
`
REQUIRED CAPACITY:
330 GPD LEACH AREA
SEPTIC TANK:
1500 GAL.
BOTTOM LEACHING AREA:
456.5 SF USE 5 CULTEC CONTACTOR 100'S
[(41.5' x 11')]
WITH 4' OF STONE ALL AROUND
SIDE LEACHING AREA:
52.5 SF FOR A 11'X 41'-6" X 6" DEEP
[2(11'+ 41.5') X 0.5' DEEP)]
LEACHING AREA.
DESIGN CAPACITY:
376 GPD
[(456.5 SF + 52.5 SF) X .74 GPD/SF]
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
LTH
.0 PPROVAL
SITE PLAN
FOR
ELAINE TOMKIEWICZ
ELEV.(feet)
A layer 10yr 3/4 14'2
loamy sand
B layer 7.5yr 5/8
loamy sand
C1 layer 10yr 6/6
fine sand
C2 layer 2.5y 7/4
fine sand
observed water
M,
M
I&ICI
G C 0EOWED
JUL 07 C37
HEALTH DEPT.
LOT J, 15
SI LVERLEAF
LANE, W.
YARMOUTH, MA
JUNE
17, 1997
SCALE:
1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
DATE (508) 775-9700
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