HomeMy WebLinkAboutEngineered Plan - 2000BENCH MARK: TOP OF FND.
(SAS) SHALL BE <
ELE.= 24.0 0
34.25' LONG ck�
MANHOLE COVERS TO EXTEND TO 1 11.0' \,"VIDE LOCUS
WITHIN 6" OF FINISH GRADE 110" DEEP
>
ck�
10' MIN'
—GAS BAFFLE REQ'D
2%-
-
NEW DIST. BOX REQ'D w
4 H20 L,
>
F %o
27%' 2" PEASTONE TOPPING
21.33
EXISTING 0
LLJ
D. B.
_20-88
1,000 GAL Lli 20.81 20.64 �<i_A) u
C'R ENDS.
o TO REMAIN f.
Iv.
E
6° USHED 3/4" DOUBLE WASHED
3'
US MAP
7' S1ONF ALL AROUND LOC
10
119-00
6' CRUSHED STDNE
'- i G+_ T L j I M.
0
55,
—20' MIN. —
si
C, L C, - P.V.C.
DULF 4"'
_lFI'_D
NO11 L
SOIL TEST LOG I'HE BC/'\RD 01' HEj"%'_T1'H `i ALL BE
'RS
PERC RAT, E= < 2 MIN/INCH U '_ -
1"JOR TO K F I N G OF SFPTIC SYSTEM.
-3
SIDE��) S,
_;,[ p RA 1 -, C 0 I'A P 0 N EN T S
-1"IC L;
SEF
'CIC SYSTEM
i."i'ONE FNDS r-j� A `/�""ING A
L_ LL L H
c I
NO SCALE
N! L E sc,
C f7 F.:
R
A1,
A
o k P, 0 i-Oi-l-DIING.
-E SEPTIC
i L
A.
F_. H TH E
---- 40' C' DDE
2
pil 22. S %11-1
TITLE V, AAN, -0 SHALL BE IN COMPLIANCE WITH
L7 00
A/ E LOAMY SAND 10YR 4/1 t `�7
I'E_,�,LTH RIUILES AND
T; i "ARD
B LOAMY SAND 10YR 6/6
�T,
J0 lS� —19.90
A t!
<
'ND
14 k "I
A L L
.01 N Eu wl
oi 417 F
20
2r- 1.91D
I
-j24 -
L i
"'T C 1 D U C jf'E D 01� 4 A P RI! L 0 E
Rk DCK,
TER Et"_11GIN'E" i1i G -ASSOC.
D Y 1';'j i" E'l?
VAJ1TKIFc,`SFF) BY: KELDA GORMAN, AGENT 1rK1 p ow -
EPAR'!,VENT
YARMOUTH HEALTH Di
2 81
-2 EL R 00! -�l S AT 110 G.P.B.DAY 330 G.P.D.
No WATER OBSERVED @ 126"
TOP FND=24.0
28'
PRIOR TO INSTALLING THE NEW (SAS) THE
REQUIRED SEPTIC TANK:
@
PERC BOTTOM 40"
1
24
CONTRACTOR SHALL PUMPOUT LEACH PIT
AND REMOVE LEACH PIT FROM SAS AREA
USE EXISTING 1,000 GALLON TANK
15' 0� 3' BM
SEPTIC TANK PROVIDED NONE
%wj
- 10N/INCH
DESIGN PERC RATE <2 MI
oil
SIZE OF REQ'D (SAS) AREA = 330/0.74 = 446 S.F.
20
0 23
APPROX. LOCATION OF LEACH PIT
IL E__ (D E N D
0
SIDEWALL (2)(0.83)(34.25)+(2)(0.83)(1 1)=75.12 S.F.
BOTTOM (11)(34.25) = 376.75 S.F.
LAII'�)111\1111_7 CONTOU VL I
EXISTING SPOT ELEV 24.40 CD �p.
o
W.M.
WATER GATE
WDR! E WAY ATER SERVICE W__ IN— 22-40 22.40
V
'TEST HOLE -!YDRANT
GAS SERVICE —G—G—
BENCH MARK BM
W W W
REQUESTED VARIANCE. S U LLIVAN OAD
1)' REQUEST 1' VARIANCE FOR SEPARATION (SAS)
AND "PROPERTY LINE.
SIZE OF LEACHING FACILITY PROVIDED:
.376.75 S.F. + 75.12 S.F. = 451.87 S.F.
I= 334.4 GPDJ
EFFECTIVE DEPTH: 10"
EFFECTIVE LENGTH: 34.25' 1w E ED
EFFECTIVE WIDTH: 11.0' EE
L
M 2 2uuu
CONSULTING ENGINEERS t�l DEPT.
rpT_
7 WEEKS POND DRIVE HEALTH DuEt:PrTi.
SANDWICH, MA 02601
/Jual 5,;, (508) 477-8268
Hunter Engineering Associates, inc.
PROJECT: SEPTIC SYSTEM, REPAIR
FOR
ji" P. , 99 SULLIVAN NUAU—,—
0 J1,UNTER i,t I, — SCAD'AWN BY: JPH
LE: AS SHOWN
CMIL
— NEW
MAP 47 LOT 58
o No, CZ44 F. EASED BY:
DATE: 4/29/ 0
OWNER: JEANNE KOHL
99 SULLIVAN ROAD
YARMOUTH, MA 02601
F11 F: I
KHOL.DWG I