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ELEV. 46.18 I2'
I/8"fa f/2"
— s+ohs SECT I ON µ
ELEV: 45.98 Set level first 2' ELEV. 45.4 y
LEV. 45.65 s/4"+o 11/2 jsae ;'�° F
ca6e..y
washed 5'
w
10" �rI
sfone x a
SEE SEPTIC TANK
!
14
DETA I t L OCA TI ON MAP
ELEV. 44.4 OUTLET
ELEV, 46.6 Use 6- crushed stone 12* X 50 --'--'{ T Assessors Moo 42
under Septic Tank and 5 14 Parcel E237
Area - 7,500 S.F. +
D Box ELEV. 39:4 ELBOW
V. 45 Btm, T.N.
ELEV: 45.70
45.
TEST HOLE #1
1500 GAL. D - BOX L ACHING FACILITY GAS BAFFLE DETA i� EL. 49.9
SEPTIC TANK N. I. N. — o"
(H -z1) SYSTEM PROFILE 2 A S0 YR-5/AM
__ _ �1YR _5/2
Not f scale
SYSTEM DES I GN 24" B LOAMY SAND
SYSTEM C��� V�J __10 YR 6/4.�
NTR NQrrj, Design Flow: 4 — Ca y bedrooms fl0�al/dam 440gal
' 60" C FINE SAND
BEDROOM KITCHEN LIVING---TE5. Septic Tank: 440 gal. x 200% - 884gal. 10 YR 6/4
LIVING
BATH W HALL. ,� CLs5PO�X5 AV— TUdF,aaa�Et� NU.X.4c.�flu.EDparr/ Use 1500 Galion Heavy. Duty Tank (H -_G.)
<.. c LEAa MEtvuip sRNj 5k. kEr10VP. -
BEDROOM BED. Z) SEI�i/L %AMSC' %? &5 C gPA3LE c7 rNiTH SriiN1JL✓�j fiN Leaching F a c I 1 i t y -
KITCHEN `� BATH BE4.. I ,`i-iD� LG.a➢/N17. Bottom: 12' X 50 x ..74 ga.l / s . 1 P
= 444 Ga l
3) Au- AAW4I 7704/ ,nee= Tc i'.:_ _ TOTAL = 444 Go 1
APPROX. FLOOR LAYOUT ce Er, �aumE%i a,?v
Note: Garbage di osal Is not permitted with thls des n.
4� THE �liljvW,AY s -reg kE n,, 45 «vim• as PaniarE g ( P 9
MEDIUM SAND
7C) /75 a471a/N.4L CDN7/r/DN, -
-S). NOS OFPvof5 11/ SOIL As5k/-lP'jo 5>'57eM .qeF 74 T/EG.
TGe&xTi/EIL. ,4A/t-) VEN7"E'D TD - TN SURFACE,
126"
G 117S fa Po/d_ bof� H /eccti fie/dVARIANCES
NO WATERR
an
>o7 anddtivn 5eep1qw0deia; l ), DATE; 6/12/96
MAXIMUM FEASIBLE COMPLIANCE PERFORMED BY: Martin E. Moran.P.E.
zEsspco480 31O CMR 15.405 (la) - Distance between s o i I absor tion WITNESS: Amy Von Hone.B4O.H.
�r /S p DESIGN RATE: < 2 min./.in.
syystem and property Zine.
��0 4ss a/.2 .4<� I0' required - 5' alai I'ale
5 (Ib) - Distance between soi absorption
ES OOL
47.. 49z �ystem and cellar wal I .PERCOLATION TEST #
requ i red I a V a i I ab "I e G.5 "'_� 15.221
' �5 22 (7} - Top of so I absorption syystem to sc«,�/5 �t 4 �jtti 0� /I,����.
s- s be installed more than 36 below
finished grade.
U \ 49.7 1 15.248 ( I > - Ut i I i Ze pr i mary area as reserve area.
...:49:5 0E11V ADD
�
v
49.0 HEALTH DEPT.
50.0 - w� p�� ^^ ww�� C o w ^^ w� ��pp
49.5 CRB ®R A IxE 4� I� G ' 4� * V e
j! < T.H`, FND
l:>idly�.
49. 9, /.k UTIL
\ POLE fA.
1 941 MAIN STREET. SO. HARWICH. MA 02661 �! 1
38) \650 0 432-2878
�FND BM is Top Stk.
49.6 SITE PLAN & SEWAGE DISPOSAL SYSTEM IN YARMOUTH
49...\TF Set -. Elev: 50.0
FOR
94
JO
SEPH T l ERNEY
303 W/ NSL OW GREY ROAD YARMOUTH. MASS.601
P®L Y -LINER DETA/L 19.
� S(� FPROJECT:TIERNEY SCALE I 2 0 . DATE 7/3/96
1 %Pew; 8/8 96 Add Pe /Y - /i.aer