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HomeMy WebLinkAbout83-1375 - Sewage Disposal002DEEP OBSERVATION HOLE' LOGSYSTEM DESIGN CALCULATIONS GENERAL NOTES LEGEND Test Hale Depth From Soil Horizon Soil Texture Soil Color Soil l"lottling Other A} Neither driveway nor parking areosare allowed___ 32 Existing Contour 4., Number Surface(inches) (USDA) (munsell } (structure, aver septic system unless H-20 components are used. ^ 32 M ► s, g '{,'� Srones,Consis- SYSTEM DESIGN CALCULATIONS ,`-��` Proposed contour tency,%Grove! B) The designer will not be responsible for the system24x5 E)(Isting ,.Spot Grade f as designed unless constructed as shown. Any changes Proposed Spot Grade '" rt ! o- ! l �a -ir ;% t0aar 1.) Basis of Desi shall be approved In writing. k rl .. _ .....: - 4- w - Water Service r� h _. i Fhf -fir � ,, Number of Bedr�oms= ................... - r - S „� Ci Contractor shah be responsible for verifying the----vhu=- Overhead Lltillty Line (s) .:�•�eg i riy'.�.... _ .. ....;-•NOther- location of all under¢ound and overhead utilities Underground Utility Line(s) prior to Commencement of work cos Line 4' 17_ LQ C � +y :.. 2.Design DaiIy Sewe9a Flow= . G P.D. -�TH Test Hole and/or Boring Location �1t FMIE �>1� �, z , ✓. Fp�r.1"�s 3.)Septic Tank Gopocity Required= '�...... Ga1. I -- ----_--- ; Septic Tank rove e a A�� ST d I r D.B. Distribufion Be 'l��rr�. .1.. i�l.00 F FR. Mutt �L'sT. t - 4.)Soil Absorption System Capacity E,P�, �: w I S.A.S. Sail Absorption system KEY MAP no sc©le ..... -... i � .. t.a >�t� �.._...... i .. . .1,r_`... • Required= . GP.D. Ira , ��� Res. Reserved for System - rove 3�YliEPIA) Y" Provided- ..... `�':�.�. G.F'D. �_..� 0 Utility Pole ;.ac•��a.r -� Plan Book . Page. L6AVylSAr.1 Fri( I'! ® Gatch eosin V T- �4�� I=:� %� �� �f�,F , ..�.`��....�P►P...... E!- WMj i �� j i�rr't��y "¢ Hydrant Deed Book,._....., Page. _-..:_-... Fire 1 Well ... �� �.r i� latMy_ Assessors Map Z�Parcel5.)A Garbage Disposal is.n'T erm)tted wlthls design, ay'�f . _c. r cap dLLt'ilrlt� lt.�t -l� �' GMS t�5v Use Soil Gtass...'Coy .t:t Z,�' Date of TesT._ .._..1- .rte.,.. ..wtTh a '�c`;TZ+ -,i.l! ik! r-tu�` A 0FYr_E7rH lr+i �-� .; i�{►, ..-� '� �d+I S. Percolation Rate ' `y1 ^r'` pert. rate of less than t ` t b n i / it tj y[. _ 4 a P { !► c +, WA{.c_ l i� ,r G -r>?uc Ia �*, nE.�ct rs` up 114 1C�� rr Fi.r�t1. PI/Aj.� -,Mien./in. for a loading rate of i ` ` GPD f� ~ . , _ �- L %+� ice.. (~tr1 j - + ,Q tZ' �,Y. 5i�trl~' .,,jti_Y�! a 1-��N'�y C�I`fl,p`� t�tr s�i€_t~P -+itis i'L�r�. 1',rJtc_=�►� r_ti� �.ii^' a ,1 4, �c , € r Illi- /� ' AAIB [r �l Witnessed Ll F:- A i�C p'G+� ^tom 4 0{�'1��.r� tY,Jt,,►. � 1 .i I C, y t o!� �t3al ! {c,l Gi.?iit` Mil iz ? wires L • - :'°r :..i {r'.I '. .. r _r -y• % E.IJ= ./ ; .'�L!iTE3h.t i1?Gt�J 3'. i. , 'rY p 1 =y v. i.]t^^ , Q. 0 F_L,- 2.7-,5" Tse E Fi s1C '2� M €� 1� l , X=L'( s r' STC ;o hE t>4 u `. � '� I �.. _►iS1_(" A1ZV } FLOW PROF L E r� � � � z .� � f �� �r � - Toi ' p of Foundaton �''t. ;�•,t�r�1, Mei �n•f x^,�a, k�C;Vb t".jTviH�: �( 3i"t ti�4�i+ Elevation Finish Grade Fsnish _ _ _. { 4 yr b1,raL-E •,/ ,.-.- ._ ���` � 'F'�:;d�1:��1y 3 max. ,. • �, 9 min. - 36 max. �- ,� rmm {,.26. ~r 1, F M.+l _ rfPll + -, 1ctenx?} 1 t yClio"w 'T'12 J5� i I 4. flow line ' IQ's r--. --+ I nlfil. 14 '_ `� � � d?trr'. r•�2��iGf•` 1 t z 00 / 'i� f ��•'7 * j� Jv ��., -T\ \ yam... �_ i.' - '�.. �n �`J, C-� a7 X't� t." C.L ! gas baffie g P.`� i +r j- .t r'_. r TT ? ! �� �]F�:F'�F- { .il - f�3�.3 C_. 'Yid►;„C i� - - ! _ C f.`it� lll�Jt✓i�1C► s 2'L. f _ -c ,C! t / . /�j�r ;?.n. � 1Z i.. .`1 � CI % � 1-� iii It .. `� i . ., �'•'1!•-y�i: -. � � '!"� _ h!:' ^' _ J 1 y. .. • J - r r'�aL�ri' : i GaI Septic Tank Distribution Box �_ L2.7� 12 �� �[ryrDw�Lt_ }} ! f '.l l-1�a '7 W EZ„- °5*r ri l ��+ ! f. i \� xj L T �, ----- --- H J i bF ►1DJ.1 F L a 17.5,6 _ tom_ `,�G�V�'�1�t.1 �.�o, i�� Vii• � . �,, l! �-+'�,� ,��, �.o�! � ti �r L a.m..-�._....... �..., .�.. .-.. . _ -a1 _#o' i ,ri'•= , �. L' yXr rp, 1r1C � 1 ' �_ f lr{ r_ Jt { di_t lie- Ie 6t4v'V'i�f �-f.i E CONSTRUCTION NOTES v►EW. -riff5 LJ�tr7`0F ,�r-� L10E ��_�.� ra���.=T �� rc;�e�e- ��� :gin r �� �-= -� UT fn . r • t) All construction shall conform to the State i0.1 Basr aggregate for teachtn facilit shell ,AUT tea Yui ti �' ,� r W1L 9 y f ! F f id.. �. -r� _ , rTj P (cA_ To , Environmental Code, Title's, and the requirements of consist Of 3/4" to 1-1/2" double woshed stone free A41V `vIort 01 T r. �IO._,"�L i 1.1t' 17 or L-- -- -• t �' x IL the local Board of Health. of iron, fines and dust and shoal be Installed train + �, t�l� } # . 17,; PAF P4►t_i_���'� rj?14L L r? E O i.- OJ.{_'F7TP -Fl-��x��f{ G;-1Ti1:_Z, below the crown of the distribution fine to the botle+n 2.1 Septic 'rank (s), grease trop (s), dosing chamber(s), i Y- ;��E �S 3 of the soil tibsorplien system Base aggregate stroll►{!i^t��1 .�_ LR W�_( �Tr 'Y < E'�.= "�! _'` �� 1 -j?f3 :�,,.. and distribution box(et) shall be set on a level stable t i if be covered with a 12* layer of l/6" to 1/2 -"double base which has been mechanically compacted, or ane List`=y.. washed stone fres of iron, fines and dust. _ _ _-_.. - -- --- 6 inch crushed stone base.-, nt� r- r 6 ,.- rr.. _ ...._ ....__ _-_ .. _ ... _ i ice. oT IF) ALI_ {�1Jr J,..� LtL'Ll. P�: f. ��it�L L,4 to tf d 11.) Vent soil absorption system when distribution � � !� Cr �f I ���� 3.) Septic tank(s) shall meet ASTM standard C --i+- ti .r rr_, Y. . t lines exceed 5o feet, when located either fn whole i�'L �;�� • (C�1 . G' `t'FI+� i✓ � C + . i �' ,, - . W �^a 1127-93 and shall hors at least three 20 drams meter part under parking turning areas, 2, � or in w manholes. The minimum depth from the bottom of ALL r7L(r V66r�tSr(-(7 I`0,,,_ -C1..iF P, -'o i'L, rP-!•_1 I✓F aF-A� �.or other impervious materiol, or when dosed. Septic tank to the flow line shalt be 481. f 4.1 Schedule 40 PVC Inlet and outlet tees shall f2.} Soil absorption system shall be covered with o _ min !mum {xis of 9 of clean medium sand (excluding emend a Rninimurn of 6"above the flow line of the :.: topsoil) septic tank and shall be Installed ars the centerline of the tank directly under the cleanout manholes. 13.) 1711nish grade shall be a maximum of 36" over the Inc bax.vr th covers concrete water tight r top of all system components, chamber and m fisc septic tank, 1 _ l : 5-} Raise covers of the septic tank and distribution 1, C�'-!,=•. '° � :� iP=L� te> Fav �� �= pt c e e a e ¢ [sera over distribution box, doainq chamber arta sail absorption Ate Ef-Mv_ Wr-zc Inlet and outlet tees to within 6"of finish grade, system. Septic tanks shell have a minimum cover A -,TK - r , �,�, �° ct-A;! of ,ILL Cj�*1Cj1C7V- W6ViL ?,CIC 6.) P{l�in shall consist or 4" schedule 40 ' PVC or " �' '"' C IZ � ` `equivalent. Pipe shall be laid on a minimum 14,} .I rom the dote of instaftation of ttresoil aborption system until receipt of to Certificate at r,.� , : , + r b t f? �'ii� f� f ; }s✓ 1r 4 PA1�t{ i. 0_.LYk'L"r r L ,..1 CP; "? k)o ;? ; u;. �f,�• continuous grade of not less `than I % y P f�iL,_ rG ���+��_ i o J . +�A{.L To t?;_ WATCrZ sTo� D " Compliance the perimeter of the sail dbsor lion r,rc +s t T.l�Crril�t CO?- _ ._, _ _ _tip--.-_ __ .__--- : _ D �!A.� ,--4V6r-'i �4�,,.. e 4}i L_. - ��Jdc u'-.. � w�^� �..� �_ ^__� w .__.,_ TITLE SEWAGE �+ �j 71 Distribution fines for soil.obsorptlon system system shall be staked and flogged to prevent the u:=�•a 4E1 �� tt+� thiC 2 `iQ`�- EK "� 1 SE Y>rL7 E D! Si`OS L .SY T " �r f ���d�- t ;, A SYSTE f - Y..--' i 1kiyTA�i�"G1IdL: - � (as req d) shall be 4 diameter schedule 40 PVC use of such area for all activities which might °� f/,�y// .� �- '' � r .�• • , t ' WiTU;o 1.0 e- 5,A: �.C}. Zig � _ �. ' '. :�1 _TF a laid at 0.005 ft./fli Line shall be capped at damage the system. - ; o end or ds noted. - i !oy o Or* 15.) The Boatd of Health shall require Ins r4.�� eJOHN 11 -) Outlet pipes from o -box shall tentaln level for at q e pectton of X-174 BENNETT REI �LY Inc. ' P p oll construction. by an agent -of the Board of Health 1 } a ! t -t": .. rt� j least 2 feet before pitching to sot! obsor tiorh s stem. r 5 tie G t :>,, ii i�i'ti:=ILLY Engineering & Environmetifal Services P g P Y (or the designer rt this system.requires a versants) end ! r' y # Water test. D box .ta assure avers dlstrrbutlon. •r+ ' i. ;:",l `� �° may require such person to certify.tnwriting that .all �';r } ..,. /,i.f' J S. ,'_ �+ C.. ' p w __ r�?,F I .. s +? 83 V Ljreder^ass Road g work has been completed to i �, _. c7 9.) D -box shall have a minimum sump bf 6 measured fie d n accordance with the terms P �c^ P,O. Box I667 of the permit and approved plans. 48 hours advance {, r d „, '. , t .o° Cr,.���` below the outlet, Invert, ae �Z r •_,_. s o .� F °"t. 508.996.66 0 Office Brewster, 1.. notice i _ sr ,`Y Sn� 0z 509.896-4687 Fax o ce requested. - - �.,.F, EL Z.5• -.r.,,.,. 3 MA 6M n NeXL. Tocr t .r � t '"i i.�*' i i�. DATE: SCALE: BY_ CHECK, JOB NUMBER: . is . - ... ., .. ...' • - - , . ' - '- 1. °r'. 1. _ .. .. - � . EF:,Ati, tlL.ro �tP �t