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DEEP, OBSERVATION HOLE LOG
SYSTEM -DESIGN CALCULATIONS GENERAL . NOTES' LEGEND
Test Hole Depth From Soil Soil Texture Soil Color Soil Other c'
• - - - fi,
Number Surface (inches) Horizon ; ,(USDA) (Munsell Mottling (Structure, Stones, Consistency,
A) Neither driveway nor parking areas are allowed ____--_32 Ex"i sting Contour ' t'
%Gravel) OBasis of Design mer septic system unless H-2a components ore used: 32
Proposed Contour c • .. a> _
Number of Bedrooms' .... !..-.... B) The designer will not be responsible for the system 24x g . Existing -Spot Grade
o-+j" n e¢a4utc Others as designed unless constructed as shown.Anychanges 54.15,/ Proposed Spot Grade
k s t
hall be approved In writing. - W_
.1 cf .sn Daiy Sewa a FlowG.P.D, s4
Water -Service : r• n�' y -
.:. , f + cj o `' , gyp: C) Contractor shall be responsible forverifyingthe :--ohu .Overhead Utility Lines) L+✓�u -� _
9 :Z4 13 3.)Sephc Tank Copactty Required �5r .Gal,
• + PfOVli ed' ir-7� .:.-.. Gaf, "location of all underground and overhead utilities u — Underground Utility Line(s)
: prior to commencement of work. — g — Gas Ltne +
(t4- ILfi t Gt Fijst .V>s a 2:: R 4) Soil Absorption System Capacity i$,TH Test Hole and/or Baring. Location
Required= ,.. G.P.D. st Septic Tank
r»- 5? Provided, Q5 G.P,D. h�M X11 CeT� pry;.
0-6.' p. .b✓rEj!,J!C ib":'rk x. ° ,., p D ipa�2 ,'7 : / ! ..y,,.. L� C " _ ... D. B. SoilDisAbsortionption
Box
S
Y f ti.-�..�-...v.Y-i... �A •A �FrQ6'fr.. • .:Y"' •� .�.t S.A.S. Soil Absorption System. `
� .. KEY MAP no scale
L-1t /{ tfiA,MY SAP1! , 'r%� ° Y' (4JyfD,3a }�EnXZ L}/!J �3YZ L�iC+% (i. Res: Reserved for System
fy-ZE P.t, O, UtilityPole
5.)A Garbage Disposal isN6,7•�.permitted w/this esign. W Catch Basin Plan” Book... ,.... Pdge:..........
Zj - ftr Ci' mro. f,Ft-t% �u 4 ¢ Fire Hydrant i�C,I?.± � arA � A
0 Z." Ct,, r,,- cxcr Z:e ;Z- W� 6 fra?ar� tT,lcCue�rzr"/ n
well
heed Book .......:.Page.:.:
I r P ,y r r,a ,�
I Assessors Map ..:.:..Porte!,.:......: ,
Date of Test Use Sou Glass - -.,with a y! �_ w`,f -/ `Y r h�
Jam( I
"Mrr3 r,+';At,r0 pert. rate of less lhon;
Percolation Rate
�AdJ:t 7r-(.:Tit 2 Minrin..for a loading rate of
�... ..:. _ 17,GPD/s f. j.ZS,�. G,ZS b2S 6,7' 4. Z5, .Z ' ,z` 25' I _ ' %,4� -
Witnessed by.-�,,LL)�, `_. / '— �__�—'�---_-'_'; �t z:$
FLOW PROFILE �' -----'
,t vx6, ducrrc 33�'PF,4t14�r,E II ���� f� ;
�� ` � �a,�.' D>~7� iL. (..a srhLr•, �lrt � o� - coral.• � �. / : •
Top of Foundation
Elevation=
Finish Grade = Finish Grade - 5.5 ____-—` /
`
36LO
umax'
9 min. 36" max.:
flow ,line rb /
tG"min.
_ .r7�.aC% .rJ'L•'.rj r�2D
gos.baffle i '0Lire_ ?.= : ✓� I // /i
;
yy : 7P Iry �// y
I..ao Gal. Septic Tank Distribution Box
l 5.3' e,, / �>
1 xoA f est t0 '/L iV ��lE'f'i f .r-L,t�;T-Avr oft
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CONSTRUCTION NOTES r�1f, i i 4`r jam.
. OAllconstruction "shall conform tothe State :10.)Base a re"std for teochin facilit"shall - - �.�CWf.3E+v'.. r(GGR1i'?<AC""'"w_Tom :Ri t1lL-V�/" ." 4�-
... l( `
-- nvironment 1` ode:Tiitle noel-there uirementsef�� '.; gg�" 9 - " q y-.,(;QU�E._-; t.DL"/<�,Ur.J..• �`i�.f'r,�✓'rYJC.. hlpf+- : �. \ '. "./ 5" �.-�" awl � t!
E o C 5, q consist of 3/4 to 1.1/2 double washed stone free -.XC V AJ. t +_
the local Board of Health. of iron, fines and dust and shall be Installed from TD AT70 �/ _- y j0
- J -
/ 1
below thecrowrtotthedistribut!onI(netothebottam i CDtt;RflCiL 10 1/:y't 4— / y lAJ/ / /
2.) Septic tank (s),Qreasa trop (s),dosing chamber (s), cr: , n - FY n i xG
of the Soil absorption system Bass aggregate shall�tLD,f,3C A pCk �. t _t1/�.[ i% {�
and distribution boxes) shall be set on a level stable f +. > Y I
i�JN Ll/'+./J�' �! .plJf is - w - �/ , ��• _ .._-,.. `. (,
be covered with a 2 layer of 1/e to t/2 double c
base which has been mechanically wmpacted, or ono - _ - •zaCl'r C r,,•- E ��`S�,rD 7'� f -£• � s } l;N -;, !: ,<�
vroshed stone'free of tion, fines and dust. IM�G1E �{ ft:> r} 1.E �i ii. % ji
61neh crashed stone hose. '
r�• } j�
ft.) Vent soil absorption system when distribution ' 4
3.) Septic 'tonk(s) shall meet ASTM Standard C -
. r �� . \ ,. I, Ca
Ifnes exceed 'S0 feet, when loeated_elther in whole /i ?i > i 1 i � ` \` S
'1127-93 and shall have 'at least three 20 diameter
"of in part under driveways,-parking turning ureas y y /))
manholes. ' The minimum depth from the bottom of j
or other im pervious material or when / i ��\� ' \ 4 • ' ` ` /
P , e dosed. ... : Zr /: ,,, ,,"",t;a... z, , ��.\ i : :j:l�':`'�vf1 l•°a-- `fi��`!i� �[^
�7-
'septic tank to the flow hoe shall be 48 .' �Q 1 •�, , 1 -_
it r ti t — 1 ;_1` �,r\\y..�. th/A E„
4. Schedule 40 PVC Inlet and outlet fees shall 12.) So obsa p on sys em shall be covered with a Z S �t } \ \ r ,
! �@ •Z-
"
minimum of 9"ot clean medium sono (ezcludinq Gf�r r i v �o E_
extend a minimum of 6 above the flow Inns of the
\
to soil) '..�'\
aseptic Conk and shall be Installed on the 'centerline .,.? MiM '
of the tank directly under the cleanout manholes.:' 13,) Finish grade s9. hall be a maxim um of 36" over the t m •F �� h
top of oil system components, including the septic tank,
5.)Raise covers of the septic tank and distribution .' distribution box,dosin chamber and soilabsor tion
box with pre-cost concrete water tight risers over sr m ti ' Q P
Inlet and outlet tees to within 6"of finish grade.' sy e.. Sep c tanks shall have a minimum cover
of 9... \ i. F✓,i , PROJECT ..
IDF-4M I`✓ONIJ R: SID�"t'tC;
' 6.) Piproq shot l tonsistaf 4 schedule 40 PVC or-:. "- .: � .. -. A �,,.,_,
14_) From the date of installation of the soil - _. J .. \ - - - '
'.
equivalent. .Pipe shall be laid on ammtmum - - _ .. , -. \ 9a,. ,. .,.. , / t ...E :ill`."�lr.i ,!- i s . c "1 T, ,n ,
o \ Y t .E > rr : Ru. s� F� `Pe x Z��; , f..:_ r ,I,.w ra A�
:continuous grade ot not less :then I °/.:' � "a6orption system anhl receipt ot o.Certlficote of -. - : -,: ... \-::• ,. , ;. ," �
gCompliance, the perimeter of the soil absorption s ` ' nTLE
'7.)Distrtbut}on lines for sail absorption system ,.systemshailbe staked and flagged to prevent the �' - f '" -\\ •`,` , .SE TsHVE��SCOSHL .7) STEIYI
s r shalt be "di m t r schedule V _:� w
(a eq d) 4 a e e 40 P C : use of such area for all ocfiviiles which might 1 ��- Z ap . Y�J J?�S Ji .L A^1'e J.*}. r7='r-fi rA "
:laid at 0.00$ ft./ft. Line '.shelf be copped at damage the system., -: - ' '„exs.^ e✓. - 'va J'c �. \..•: \. y. `
h end or de noted. ti T }
f \ i
1.
e 15.) The Boatel of Health shall require Inspection of 4eyt ag ~. 4s`to J , f ; R �,TT�T T t�EjLLy: 1nC.
eJ Outlet pipes from D-box shall remain level for ot s'< `` = t' >..- C ` Eli 1� ET 1 O
all construction by on ogent-of the Board of Health JC'fitlt.. * r, tiP.O< 4k. �Z.
d t c. p REILLY ` Engineering & Environmental Services
leas . 2 feet before p tchmq'to soil obsarphon system. (octhe designer if this system ,requires a variance) and1. U7 r 0.,
IL
Water test D box to assure even distribution, may`requve auoh srson to certrf in wrrhn that all s n ' t"" E' K
P Y g tela. 3..2.? #o, t2""
:. ...5X1573 Main Street - Route 6A
a -box shall ave a'mimmum sum of ""measured work has been Completed In accordance with the terms ,A n _ „e , .-,•: '.: p " .,� - '
a 9.) D h .. P 6 .. - ca 90 arSTE"" �,,' -; .,4. �:rS'r`4/ - .• - P.O.. Box 1667
..below the outlet invert. of .the permit approved pians... 48 flours advance : : a' 3 ' - t•.,-�',.'t'
1�
", Fy'�, �G' x, •�, -`i u--,,. - - 506.896.6630 Office Brewster, FSA 02631 508-896-468J.Fax
notice requested.
u 4 ..; t}! i_. n-7;• �,..,. - DATE:. - SCALE: BY: CHECK: J06 NUMBER:
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