HomeMy WebLinkAboutEngineer Plans - 2000BENCH DARK: TOP OF FND.
ELE.= 24.0 AS� SHALL 3E
21 5. %3' ON
MAN=HOLE COVERS T() EXTEND TO
1 2.0' WIDE
-,IN 6" OF FINISH `RADE I _P
WIT[,
2) DEEP
10 MIN.
GAS BAFFLE REQ'D 2%
NEW DIST. BOX REQ'D EV -20.29
r- 2 0
%
om'- LE u
RADE
REQ 'D NEW W�D DIST. �TB BOX REQ'D
0
27
2 10 _p, a, -.,w2" PEASTONE TOPPING
21.3 NEW
21.05 D. B. VENT (SAS) UNDER
Uj LU19 99
1,500 GAL 19
19.99,
19.82 JJ=
19.79 DRIVEWA\,/
J
60
CR USHER TONE
10 3 3 El to 1-1/2" DOUBLE
6' CRUSHED STONE
SOIL TEST LOG
PERC RATE= < 2 MIN/INCH
DEPTH
0
6"
22
77
114
ELEV.= 23.0
LOICUS Ld
Np LOAMY SAND
2.5y
4/2
B LOAMY SAND
2.5Y
6/6
.25
Cl MED SAND
10YR
5/3-
16
C2 MED SAND
2.5Y
7/3
-.0
GENERAL NO T ES
. C3 COARSE SAND 10YR 6/6
124"1 12.50
SOIL TEST CONDU(.TFD ON JULY 13, 20-00
BY BRIAN CELIA, SOIL EVALUATOR
WITNESSED BY: AMY VON HONE, AGENT
YARMOUTH HEALTH DEPARTMENT
NO WATER OBSERVED 0 124"
PERC BOTTOM @ 41 "
LEGEND:
EXISTING CONTOUR 22
EXISTING SPOT EL EV 23x00
WATER GATE W. M.
WATER SERVICE _W _W_
TEST HOLE
GAS SERVICE _G_G
BENCH MARK �� BM
NOTE:
PRIOR TO INSTALLING THE NEW (SAS) THE
CONTRACTOR SHALL PUMPOU_11_ CESSPOOLS
AND BACKFILL WITH CLEAN MEDIUM SAND
.REQUESTED VARIANCES:
1) REQUEST 9' VARIANCE FOR SEPARATION
(SAS) AND FOUNDATION WALL
2) REQUEST 8' VARIANCE FOR SEPARATION
(SAS) AND PROPERTY LINE
3) REQUEST 7' VARIANCE FOR SEPARATION
SEPTIC TANK AND PROPERTY LINE
20' MIN.
ASHED STONE ALL AROUND
REQ'D
4' 17. C 4,L
SE TWO ',2) '..'00 GAL -ON GALLEYS
1-11H 4' 0:__- STONE @ SIDES
PROPOSED SEPTIC SYSTEM 4' OF SION_ ®ENDS
NO SCALE
NO ABUTTING FOUNDATION IS WITHIN
20' TO THE PROPOSED (SAS).
t
ti 14
I A
I 1 1.
6
18 1 1
00
12
14
20
NI
3'
B M 28'
0
TOP FND=24.0
I
24) 0
24i QL
28'
Q�
Q I
23x00
24
21, W SWAY
26
W
" 24
LAN
1)) = 20)
�ROAD
\0'
joo� p
LOICUS Ld
WOOD ROAD
0
LOCUS MAP
GENERAL NO T ES
— ELEVATIONS SHOWN BASED ON U.S.G.S. DATUM.
SYSTEM PIPE SHALL BE EITHER C.I. OR
SCHEDULE 40 P.V.C.
— THE BOARD OF HEALTH "'HALL BE NOTIFIED
PRIOR TO BACKFILLING OF SEPTIC SYSTEM.
— SEPTIC SYSTEM STRUCTURAL COMPONENTS
SHALL BE CAPABLE OF WITHs-7ANDiNG A
h'-10 LOADING, UNLESS SPECIFIED OTHERWISE
— SEPTIC SYSTEM UNDER DRIVEWAYS SHALL
COMPLY WITH A H-20 LCIADING.
— -,-I IE DESIGN AND COMPOlk'li"NTS OF THE SEFF TIC
SYSTEM SHALL BE IN COMPLIANCE WITH THE
Sl'ATE OF MASSACHUSETT'L-) SANITARY CODE
ITLE V, AND SHALL BE I � COMPLIANCE WITH
HE LOCAL F3'OARD OF' HEALTH RULES AND
R EG Ul LATI 0 N`:_)'.
TPF CONTRACTOP -Ht,0,t_ ,F RFcPnNSI8I.E FOP
"'ROUND UTILITIES
LOCATION OF ALL UNDER "'ROUND AND
SHALL NOTiF`Y DIG — SAFE PRIOR TO
CONSTRUCTION.
NO GARBAGE GRINDER
DESIGN CRITERIA:
DESIGN FLOW
3 BEDROOMS AT 110 G.P.B. / DAY 330 G.P.D.
REQUIRED SEPTIC TANK:
NEW 1. 500 LLON
SEPTIC TANK PROVIDED 1,500 GALLON
DESIGN PERC RATE <2 MIN/INCH
SIZE OF REQ'D (SAS) AREA = 330/0.74 = 446 S.F.
SIDEWALL (2)(2)(25)+(2)(2)(112)=148 S.F.
BOTTOM (12)(25) = 300 S.F.
SIZE OF LEACHING FACILITY PROVIDED:
300 S.F. + 148 S.F. = 448 S.F.
=331.52 GPD
EFFECTIVE DEPTH: 2'
EFFECTIVE LENGTH: 25.0'
EFFECTIVE WIDTH: 12.0'
4-A CONSULTING ENGINEERS
7 WEEKS POND DRIVE
SANDWICH, MA 02601
(508) 477-8268
Hunter Engineering Associates, inc.
PROJECT: SEPTIC SYSTEM REPAIR
FOR
314 WOOD ROAD
SCAU: AS SHOWN
D#kAym ffy: J P H
NEW MAP 70 / LOT 23
6" 8/19/00
wrsm w,:
OWNER: MARY ZIEPERNICK
314 WOOD ROAD
SOUTH YARMOUTH, MA 02664
IME-
onor