HomeMy WebLinkAbout40 Katharyn Michael Road Septic System Repairq
BENCH MARK: TOP, C, j
ELE.= 32.90
SLA
7 -) 0.90
2%
t.
�yl&*,\!1 �
OL��-_ COVERS TI-) EXI! E
WITl],,,,I F)" OF F!NiSl'; ORAD
30.6 USE X 157,
wbi
1,a00 GAL
SOIL TEST LOG
PERC RATE=< 2 YIN/iNCH
GAS BAFFLE REO",
/I
30.25 -7C)
"ll
20' Vil I N.--'
D.B.
- 1
L
'F4�STO N
—0 L i E TOPP
�29.8 6CAP
2
6' CPUSHED
WASHED
i ONE I r LE
4'
.,_o \
A.L.-LAROUND
S
cROPOSED SEP----
NSCAL�
DEPTH
ELEV.=-; 32.0
0
FILL
A LOAMY SAND 10YR 4/1
30.83
B LOAMY SAND I OYR 7/3
26
29-83
C1 FINE, SAND 1 OYR 8/3
104',
C2 FINE SAND ''i Ov, R 7/1
"A 21.92
SOIL TEST
CONDUCTED ON NOVEMBER 5. 2001
BY HUNTER R
ENGINEERINO ASSOC.
WITNESSED
BY: AMY VON HONE, AGENT
YARMOUT i
HEALTH DEPARTMENT
PERC BO
710M 40"
WATER OBSERVED @121
LEGEND:
EXISTING CONTOUR
EXIST SPOT ELEV 31.90
WATER SERVICE — W_ \/V—
TEST HOLE
GAS SERVICE —0-6—
BENCH MARK 0BM
NOT[ -_-
Ti, INSTALLING' -)
PRIOR THE NEW (SAS) THE
CO k\
N-DACTOR SHALL pij,`�IPOUT ALL CESSPOOLS
AND BACK FILL WITH MEDIUM SAND
TH CLEAN
IF CESSPOOLS ARE FOUND WITHIN THE SAS
AREA THEY SHALL BE RIEMOVED.
x. ;" mq
All
v,; - � XI
:4
�
0 m4
J i. dx civil -
M
0
0
0
4.40'
4
N —
I
WELL S[)W2'-:'.2 SL
70;"E B 3-0j _'FQU_'z'j
HERE
r
P:
T
N
TIM,'
6
f 5 vIALL
TANK
4
14'
28 0
0
op 3
=2 -00
0
i �38'
TINO FP -:V. I -Y
I ;
56'
I.
R VARIANCES:
REQUEST 5' VARIANCE- SEPARATION
SAS AND PROPERTY Lll:rr
-
-
0-
2) REQUEST 0' VARIANCE: SEPARATION
SAS AND FOUNDATION "�'ALL
REQUEST
0.6 VARIANCE SEPARATION
S
BOTTOM SAS AND ADJUI�)T.G.W. FOR
SOILS W/ A PERC RATIF <2MIN/IN
20,
LOCUS MAP
N L__ R AL N T S:
E-LEVA71ONS ON U.S.G.S, DATUM.
PIPE SHAD_ DE EITHER C.I. OR
SCHEDULE H 40 P.V.
E BOARD OF HEALTH SHALL BE NOTIFIED
F SEPTIC SYSTEM.
To B I`\ C K. F! L I N C
L
-P-1 I" S\� STE! I ' URAL COMPONENTS
C_ �.11 STi
1-'ALBE CAPAE- WIT';!jISVANDNG A
r
QF
---C!r,:iP-D OTHERWISE
S S "PE
CD L (_", AlL ) L_ -1
SYSIFE-M, LiND-F, DIRIV7WAYS SHALL-
-WITH iH21-1 L..OAD I N G.
kiA \1 N
ilE ut- -N I'D COMOC.)IN-11TS OF THESEPTIC
.
-0-:VPL!:ANCE WITH THE
SHALL BE N
S._-TlS SANITARY CODE
S -11"A 71 E OF I`,,4ASS--A('_lFU
EE IN COMPLIANCE WITH
71TI-E V, AND
--HE LOCAL. BOARD OF HEALTH RULES AND
REGULATIONS.
,CONTRACTOR SHS, BE RESPONSIBLE FOR
-L.
:j N _FGROUND UTILITIES AND
PRIOR 10
SHALL'
NOTIFY D I G SS A?r-'r_'-
CONSTRUCTION.
NO GARBAGE GRINDERii
DESIGN CRITERIA:
DESIGN FLOW 440 G.P.D.
4 BEDROOMS AT 110 G.P.B. DAY
REQUIRED SEPTIC TANK:
USE 4kg�, T. 1,000 GAL
SEPTIC TANK PROVIDED NONE
DESIGN PERC FAII-E <2 MIN/INCH
SIZE OF REQD (SAS) AREA = 440/0.74 = 595 S.F.
z
SIDEWALL (2)(2)(34)+( 2)(2)(12.17)= 184.68 S.F.
BOTTOM ( 12.1 -7) (3 4) =: 413.78 S.F.
SIZE OF LEACHING FACILITY PROVIDED:
413.78 S.F. + 184.68 S.F. = 598.46 S.F.
442.8 GPD
EFFECTIVE DEPTH: 2'
EFFECTIVE LENGTH: 34'
EFFECTIVE WIDTH: 12.17' OR 12' 2"
CONSULTING ENGINEERS vll� E� C�l FR uli
7 WIEEKS POND DRIVE JAM 0 5 2002
SANDWICH, MA 02601
(508) 477-8268
Hunter FLngineering Associates, inc.-
SE?TIC SYSTEM REPAIR
PROJECT. FOR
38 & 40 KATHRYN MICHAEL ROA` -
I
77 J �PH
SC ,LE:
DATE: AS S12/HOW02N I
L
HOW
MAP 125 LOT 8 y:
1/
OWNER: HERBERT SMITH
44 KATHRYN MICHAEL RD
YARMOUTHPORT MA 02675
,WISED .2-
nLE:
40KM