HomeMy WebLinkAbout83-1448 - Sewage Disposalr
DEEP 'OBSERVATION .HOLE LOG Sys ' TEM 'DES IGN "CALCULATIONS GENERAL NOT LEG ENf7
Soil Horizon - Soil. Texture Soil Color''` Soil Mottling other
Tasf Hole Depth From S H 9 '
• A) Neither driveway nor parking areas ore allowed ____x__32 Existing Contour... '
Number Surface(inches) (USDA) (Munsell) (Structure, 0 Basis of Design over system unless H LOcomponents are used. 32
Stones,Consis- 3? Proposed Contour
tent %Grovel Number Of Bedrooms, B)The deet net wiltnot be responsible for thea steme
Y, 9 Y 24x5 E)ilsting Spot Grade
n MY 3
Others as designed unless constructed as shown.Anychonges Proposed Spot Grade t Avr
f�gd0 (OYQ �L wo i%O shall be approved In writing.
::.. _._._..-.. ..-:: ......::......_ 2:)Deslgn Dally Sewage Flo G.P.D. -w- water Service
r Y. 1.4ttT e
;c-
_ `til "l 3. Se fi0 Tank Capacity Re uired= :;.:.6620::...._ Gal. C) Contractor shall be responsible for verifying the ohu- Overhead Utility'Line(s)
<t ,L jZ iv ....:... :> �.._::. ................. � ...,:::::. ) P P Y q•
_'..:.:. , 5 location of all underground and overhead utilities u - Underground Utility Line s)
f1StD.4zsJ. Provided i. Gal. 9 r t
,prior to commencement
-otwork. -
` E�L17tZ O.... ....,.. -...... ..a... . ..1!.L..•. .............. `... 4.k.).S_..O3ti Absorption System
.+-.-.G.�aip!'a.i!clt
�� - 0 Gas Line
p 7H Test Hole
and/or
ne or
arin9
Location
Required=]yGRD Pa T`ST. Septic Tank
__ ...-...:....Provided=.hG.PD. Distribution Box
WATZ 7.D 2 tiY1LI¢L D.B.
S.A.S. SoilAbsorption System ...........
ti-
•
L1�a
�s aAt
r)0 ' Scale
, e 6(,�//,_ ('P
:........: ...... l
,% � j X'q,?, �1hY2 L ±- a?2� Z X.7 !rt"' o a, P Res. Reserved for System KEY M A P
.-.. ..-.- ..: .............I - ,. Utility.. Pole LG_P iZ'�;72t>
5.)A Garbage Disposal is: . permitted w/this design, Catch Basin Plan. Plan. Book ... Page Page...; ,.....
'Q• Fire Hydrant Deed Book
1 ,..Page ........
:. .......i ..._ „_.... .: :`. .... C.: ......: _i ....... :...... ..:. ....... >.- ......:. ,._.. -..! .... .:i...... ,. , _.
Well -
Assessors Mopj(L ....Parcel
Date of Test.,'..... .�f �'��: Use Soil Gloss !..with o
L Ft tl/ pert. rate of less then
Percolation Rate 8
Min./in, fora loading rate of {n
74
VVi#nessed by_ ._... lh ....
UES >;-L= -1,7, rtq .MAK W91 Wr, n
A. Vogt i-iod...., . `r 2 YMLModt'i ' P�dd 41?..rrY NAt�4 N',
FLOW PROFILE
Top of FoundatOr;
Elevation-.).�,�....
Iz.b A
Finish Grade -_120_ Finish Grade-,..fZo
Cc IG. ?^u9 , . \\ ( sq F't srG C t?
36"moz." _�tw•71W W,0 NIZ9
9„Min. ' 36" m :
I i Y � pce-wiry
az. fiat'&� , �` � • To-Ntzy/a.Y 1
�L 10.0
-
flow line
to'min.
14• N12_,e5D '' Ib,00 9.70 �,r�3 9D
e'
�. I1fI
-(j .1-loCc-
gas baffle
EEixATE', -^.f0 y<_ �\�--FV .y y � \�C'•"y�l� :�._
,V?;.'. R�Mopc.ttr.o .,, �.. RQ„/-. < 1".i' •T_ T!M,L'.S"')' ,
/+..�=q�..%nGil?,'!!"G.r.�.!'t I^!t '7�_a _ •.\ �•4 `,' \ \�� 0�4 la
} 7.50 /r i °J J ( ZZ-t� f 6 pet 7 !.' %j \ L = O
Gal. Septic Tank Distribution Box f wdT-x `' ers
{� k
P.�4 y
t" /. i . •l; `t �� ' i�x'=??7.�'(':'
-
i
f )
CONSTRUCTION NOTES-! ;`J'. `fir60 Fr A 117
/� , ��,;'/ 6
'1.)Ali construction shall conform to the State 10:) Base aggregate for leaching facilityshalt IG. -�k�1� Cc-f.�'� �:�� &� PGA. &b FiFi`v.Pl!`::D � ��L7 , � .r -_ ;-:'�..... •.:,•. a _-�- r- � f',aPr�D s
Environmental Title" and the re uirements of " " QEMaOEtsD CLCacs4D �; ♦ >- �' kr�
E Code,5, q consist of 8/4 to t -I/2 double trashed atone free i i, wF71�1Ao f'C,a'1PLCS <Ior/Li . tr�.rnt11{dv-
e_ aw�wl t�6�! FILE
.the local Board of Health. of Iron fines and dust shall be Installed from a,.,"aQ,.. a _-_. ,_>
> C -+fit ��� J h,a-C) j'Y nj,3 : t1'. a l �•2, PLA I'd
below, the crown of the distribution line to the bottom ' FiifXl w/
2.)Septictank(s),9reasetrap(s),dosing"chomber(s), { w r `: v7 !t i
t ! �1.."`�._. _moi 7. - - / , , , _...1qN r
of Me soil absorption system Bose aggregate shall �(' 6F Iii �� : i{ r't titi �_ 4 _ '
and distribution box(es) shall be set on o level stable t e l ,i\ y t `� b y l 1 : J , .� A
base which has been mechanically compacted,'or ono be covered with a 2 layer of 7/8 to I/2 doubts s �, _
l
6 inch crushed stone bass.
washed stens free of iron; }Mas and dust. Cr- rr
4 y 8 - % + 1S f�P.E.t: 1.. ,�._i2L
11.) Vent sod absorption system when distribution .; - �1M,; 3 "' ,Vm i,y
3.) Septic tanks) shalt meat ASTM standard C dr �1 t�iZ'
lines exceed 50 feet, when located either In whole y{ ? _ ,1 ul t ^:t r _
1127-93 and shall have at least three 20 diameter: r `mss a krc f 1cL CL e A R
or in part under driveways, parkin lutein areas i. •} G'
manholes. The minimum depth from the bottom of , q• 9 , . ,� / , x �YM-1t� ,
aseptic tank to the }torr line shall ba 48".'; ar other impervious material
, or when dosed. : �' �-.,.�k A -
t2.) Sotl obsor tion
p system shall be covered with o
4.) Schedule 40 PVC Inlet and outlet "tees shall - - - r
" minimum of 9"of clean medium sand (excluding �a 7aP e
axtenda minimumof 6 abovethe flow line of the - a•�-u-1(_.'P'F11('✓•t_E .(At"(�l-3lil(G�'� - 'k'a.�'LYAu,
septic lank and shall he installed on thecenterline • 'topsoil) : - '-.', - .tom
\/APIAAI _. ZEA z� TLn R /-z plc
of the tank directly under the cleanout manholes. 13•) Finish grade shall be a maximum of 36" over the "-' - �
. < 3io C,N1P, 15,Z.II - if
top _ "Ibc j �, .:,..r _,d ,�
Raise covers of the septic tank and distribution top of o0 system components, including the septic tank, �{- :. y 1 s Ei� t,Q ri
5') distribution Dox dosing chamber and i it .h�1 `_. Y` WtZlltl( (b d€ PRrv'gTY �¢ VAP_. FLAd� '(l� o
box with pre -cast concrete water tight Tisers'aIver i . = Q soil absorption r PAT
` system. Septic <tanks shall have a minimum `cover 2� : r Y"t1C V4E K, V�1T1il-t .:to or . �ot F -?R i"l 7 VAe• Rftzt
Inlet and outlet tees to within 6 of finish grade.
PROJECT !�
. i ,' of s": ;jo Ct4r' t5.�3 i'-�'�,e't=vf-', A._t•A
6.) Piping shall consist of 4 schedule 40 PVC of _d\ -1 _ -_ -
From th t ) 1, F -r_ ArrA :PC )NA13co KKCVdt_ c r_ftACr it FDoVtOtD
14.) F e dote of Installation of the sod / /
equivalent. Pipe shall be laid on o minimum ,abor t` - .. :.;. :..: ...' '.... - 19 FLAv!•YA_i�.. (A
Un
continuous grads of not less than 1 °/... Pion system until reoelpt of p Certificate of L
Compliance, the perimeter of ihe'eoil absorption -t} h;As, {6 1*fl ?(IL) 1b7 Dr _Wi"I(1t;li} - TITLE
7.)Disirlbution lines -for soil absorption stern
system 'shal t nr �- art:
P Yt be staked and flogged pre vert the - 2� wz, �� ��F(' M�?�, a �,r.. env. it �-�� r�.. 1� -,DP C (,Aa A_ : SEWAGE DISPOSAL' 'SYSTEM
° '(os rep'd) shall be 4"diameter schedule 40 PVC use of sucht? tr S L. s
area for all es which might i )7 Y T iso ! ffi
v laid at 0.005 ft./ft. Line shall be capped at damage the system
-
laid,
ds noted.
k 15.)The Bootd of Health shall require Inspection of
8.) Outlet pipes from D -box shall remain level for at. all construction by an ogentot the Board of Health,
'a .:least 2 feet,before pitching to soil absorption system.. (or the .designer if this system requires a variance) and .
Water test D -Dox to assure oven distribution. may require such person to certify in wertinq' that all
W 9.1 D -box shall have o minimum sump of 6"measured work hos been completed' In accordance `with the terms
o below the outlet Invert. of the Permit and approved plans- 48 hours advance
a notice re'quested,'
JuO!.fIKEu ,r AFor h -'T.` . kLF,, irLrc_ a�:
LrSt�r z rw- i,C'�, 1�L52��q
i 1,. e E._ ... BENNETT JL 'O REILLY Inc.
,`Engineering &L'nvirontilental Services -
'.'d?•. _.
CIVIL .
W
ffa: 31:300 1573 Main Street • Route 6A
iia., -Ha. is t^'•:" , '-_b V tri .: ! ,
'P.O. Box 1661
• `( p i � �..,�„ , ,)�, r y„_•, "508-896.6630 Office Brewster, MA 02631 508-896-4 687 Fax
- ,: '-. _ - .. r•.�,- s,., ';, DATE: SCALEBY: CHECK. JOB NUMBER:
-. _ . P.,.�.,°-. ../' rd:.etc' •:- �_�.��. �;��•-ih'
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