HomeMy WebLinkAboutApp# 50587-
7%
DEEP OBSERVATiONV.CLE LOG,
AEPM77402T), MA
.1cs' Hale Depth From - sell Soil Texture Soil color Solt Other, • SYSTEM DESIGN "OALoCULATIONS GENERAL 'NOTES ''LEGEND
(M ED Mottling (S-trW"Lre,Stortes-Con�isten6y,
-Number surface Horizon apse)
-fr :: L�, _ L' . I - I I I - - - I I I L , ill . I . -A) Neither driveway nor parking areas ors allowed
%G"j -�, 11 I , 1 14
Q Basis of Design �-32 Existing Contour
01 F1Jv17 /�1101,lv over septic system unless H -20 components are used 3 ft'� >' I
_F A IV - I � 1 1. .
)Vf4,L AA Proposed Contour
Number of Bedrooms, ........... 8) The designer will not be responsible foe the
o - L 00" P_ Tior- "L"AIA� 4,; j system 24k5 Existing Spot Grader.
D,1S'- B Lr I'V'
�v
Other 1, ..................
as des ion ad unless cc nsfructed as shown. iny cha noes
pot Grade
Proposed IS aI
-2.)Design Daily Sewage Flow, .... .. G.P.D. Shall be approved fri wrIfIng. ';0,
e 5 j
w
Water Service
t
....... GO 1.- 0) Contractor Shoff be responsible for varif ying f he
Septic T�nk capacity Required= --) . . .. overhead Utility Line(s)
av
location of 611 underground and overhead utilities
Provided, ....... 5'n.9 ..... Gal. Underground
prior tecornmehcoment of,work. Utility Line(S)
Gas Llne
r73 - )0 Y)Z� __41Z2] too Sf- F0,Vj 6"" S~ _W/jZZ,pff .4.)Soil Absorption System Capacity
A _1$`TH Test Note and/or Boring Locotior
Required I ................. GPD.
5AA)c V:oosF rAj t�,- -w/,Z &* . . . 9 . I I
ST. Septic Tank
Provided: ... — BID. ST.
Distribution Box
Leed my - SA A),V 4/4' o ?Zj 'stir - 'A >(it - D.B.
. . . . . . jo X
C n!4
IL- S.A.S. Soil Absorption System
n a scale
6 prf A*F0, rr,�d + 0 i�_ Res. Reserved for System
SAND V mo 6?0 11 E Y MAP
Urutty Pole
5.) A Garbage Disposa I
Z 6.
I 40�rperm.itftd w/thls design.
Catch Basin Plan Book . .... .. .Page
dQo Fire Hydrant
Deed
Book Page ..... L
:7 "T Well
Assessors M p 6,Parcelj.(,�
Di:;4' f 19 - 'I C1
TeS' T' U s e So 1 1 C to S S W I fit a
P Co
pare, rate of less than;.5 SAAV e Citation n -'Rate
Min./in. for a loading 'rate of
I rT7j - 7- Vv 4 pvt 0 P
FfL_ Oze4 LM 0
...GPD /s.f.
Witne s s e d by _j
.:,.-f.-.,./
vo"I _b 1�1r_ A0117
T
FLOWW:
L PROFILE"
ToP of
ROFILE-
of Foundation
Finish
h Grad,.�jp, Finish Geode=........... F'--, z 2�C; Tot' or ULIM- 0,
77— A: I
• 7&
9
3 6 'm6x-
36max.
6
P
? I
flow line
A A&
IO"min. 7
N—
gas be
f fie
1K _r __ N
_6
3z.
�4,
n e
F�IT7zM STO N r-L
so 0
Ga 1. Septic Tank DisMbufion Box
I 7-i
0 1 1
``\+,
�t E LD _3-z
'CONSTRUCTION NOTES V
,
0 All construction shall conform to the State lo.1'Bass aggregate for loathing facility shall 11Z05 w
Environmental Code Title 5, and the requirements of consist of 3/4- to 1.1/p- double washed stone free
the local Boardof of Iron, fines and dust and shelf be Installed from N
'
2.) Septic tank(s), grease trap(s),dosing chamber (S), below the crown of the distribution tine tothebottom
of the loll absorption system Base aggregate shall 1A,
and distribution box(es) Shall be set on a level stableL/t
be covered with a 2o foyer of I/sw to I/Zwdouble IV
,base which has been' mechanically compacted, or ono'
6 Inch crushed stone bass. was I hod stone free of iron, fines and dust.
Septic , to , n k (s) L shall inset ASTM I standard C it.) Vent Soil absorption system when distribution 'M UVIF-W HOUSE lL ld
tl2T-93 and shall have of least throe 26'diameter lines exceed 50 feet, when located either In whole Lp"AT FL A��
or in port under driveways, parking, turning areas, I f) P- Tin� E)1,6AV1,T1 6 IJ EL- 4c5,4
2 manholes. The minimum depth from the bottom Of
s* CAL (;
septic to I nk to the f 9 low line shall be 46". or other impervious material, or when dosed. 1-7) Lz U I X I- O� -ro �trzjr_y WNINJ C-* -F
F7 ;A"S,
W/zo �� I #-Ij is �J,07- P 7"X es C AFTA 1-5 SrFV170 t��/ APPRMIED
C6�,MPL)A'Pu 1741S
4.) Schedule 4:0 PVC Inlet and Outlet tees shall 12.1 SoR absorption system shall be covered with a
extend a minimum 'of 6*abo've the flow • lins of the 'minimum of goof clean medium sand (excluding im. P U E-0 PE; ZE^IJ4 TOW0 W4 rE rz- YARMO`01• co'.,VCTTEE
to soil)
IIRD
septic took and Shall be Insto'lled'oin the centerline�0
i.
at the tank directly under, the cleanout manholes. 13.) Finish grade shall be a noximum Of 36" over the
top at oil system components, Including the septic fank,
5.)ROISe covers of the Septic fork and distribution
•
distribution box, dosing chamber and soil absorption
box with pre-cost concrete water fight I I risers over.system. Septic tanks $hall have a minimum cover t
Intel 9 'and outlet tees to wfthin.6"Of finish grade. of 'go
-roALrv, J PROJECT
Piping shall consist of 4"Ischedule'46 PVC or L/
squivatent.'Pipe shall be, laid on a minimum 14.) From the date of installation of the soil eF, P'Aivl��!C&fr R/A I t'_ I F—
than I aborption system until receiplof aCertificateto Inr_)5v r��,r
continuous grade Of not fees of
'j� 'W� TFS J4 -r-) t�-jj) m4.
Compliance, the perimeter of the soil absorption
7 absorption system 'System shall be staked and f logged to prevent the TITLE
) Distribution lines for soil ', !: �
(as reqo 'd) Shot[ 64 4" diameter schedule 40 PVC use Of such area for all activities which might SEWAGE DISPOSAL' SYSTEM.
he'q
a! e system. laid at 0.005 ft./ft. Line shall be Capped at damage thyst Se
k 9 L I t/A
z end or ds noted.- '
�
A L
0
15.
The BOOM of Health shall require Inspection at '�Abt"ftd li�TrDgl
fe
'REILLY, Inc.
8.) Outlet 'Pipes from D-box shall remain level forst, Off construction by on "ent-of the
Board of Health BIENNETT A
z G
o- (or dosigner if this system requires a variance) and Engineering & Environmental Services
least 2 feet before pitching to soil, absorption System AA
Water test D- box, to assure even distribution.
YTtquire such person to certify Inwriting4hat all
9.) D-box shelf have f!
-a minimum sump of 6"measured 'Work " been completed In accordance with the terms 51
1573 Main Stint Route 6A
below the
outlet Inve rt. of the permit and approved Plans, 48 hours advance 0.
P.O. Box 1667
08-896-6630 Office Are"ter, MA 02631 SOS-e96-4687 Fax L
notice requested. 5
DATE: SCALE: By: CHECK JOB NUMBER:
z, 'f/03"