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Home My WebLink About22 Tasmania Drive Sewage Disposal SystemY - ,...,,,,......z, V .ay.-.,.,.e,i +vw.00 c1+ncr in wnoie + DEED 063SERVATtO'N H0L £ LOG SYSTEM'DESIGN ,CALCULATIONS _` °GENERAL -• NOTES` : `EGEND � L, Test Hole Depth From : Sod < Soli Texture Soil Color , , S • .: .,oil Other - •<. Number.':" Surface Fle . ( h"j (zEr1 Horizon USDA (USDA) unseti if r ) Mottling Structure, Stones, Consisten , ( cY %Graveq. - A) Nelther ,driveway nor parking areas are'aliowed In _. - -- - -32 Exisi q Contour ).) Basis of Design .,', aereeptic system ahless H -2o componentsaro used.' y, :. - r - 32 eSsd Contour ;, ,,_ Number of Bedrooms .. Prop •' •.. - 8) The designer will not be responsible for the system _ - 24x5 Existing 'Spot Grade ' . -. Other as designed unless constructed as shown Anyef angs3 Proposed Spot Grads nl-f r + G 0t?> Ft < , ,, ., M ./ Y r 'LDA, IC.y1 >% _ _ aT i "rJL•' �� t ^`'�,f � - � use ,_ 1 rur 4F� + >, a w ..,ora 4 t,ccs{rc- A,,/ ,r . septic tank and chaff be Installed on the centerline topsoil) ej ofthe 'tank directly under the cleanout monhotes, 2•. a, _ t . n �- o M R gc:yy /N. r s > }aJ . `' shod bs'epproved to writing. 2.)Desl n Dail Sewa e Flow f..........G.P.D. g Y 9 ,-.. .._w_ Water "Sereica - "• � .' C) Contractor shall he responsible foI verifying the " —ohU' Overhead Util t �. 1 io s 3.)Septio :To Required=`..:. Gat.,'; (r.4 O Provided, ;�JL>-..:.. Gal. location of atl underground and overhead utilities ----u— Underground Utility tines) . • ." ,a: ,' prior to commencement of work. — Cos Clne . top of oU system components Including the septic tank `� 6t l � fi1t;Vr raLt lCt . 5,) Raise covers of the septic tank and distribution + g P + . ` - distribution box dihb .box with pre -cost concrete water fight risers over. osng chamber and soil absorption .L.fi[J>G�`_i�'�"'. Inlet and outlet tees to within 8'of finish grade. system. Septic tanks shall have a minimum cever T of 9',.. >f.,�+aW w� C�C.,I�.�i•C Lf�.�{— `,rO`.lkl:-T mcd TV PROJECT Piping shall consistof 4"schedule 40 PVC or'. - -� - ,`r c e ., -- ff �. f-•• t--` t--., + ., + --� ;' • _�.y14o,f-.-.�itrali.Mt ':: 0. ,_ii:.1.}... _,.U,.. F-�t. :.:/ ✓.,.-�,i .- A-- - 14,) From the date of installation of Me sort SIS I� i i__ / , �_ egslvalent, pipe shall be laid on am�mmum . , _.,, .. , . {p ' _'�4,�;�,acrt'i'fl•f GF.i , Yia^ __. � _�_ _: _ _, _.. _ - �.-.,... bbor twn system until receipt ` U'N S_ - u0' ,, >c'A .f AA heS!t continuous grade of not less than 1 -'!.:' p Y pt of o Certificate of �? ! k U F t. V, ;g Compliance, .the Perimeter of the soil absorption TITLE SEWAGE '+�/ 7,) Distribution fines for soli obsorptlodsystem system shall be stoked and flagged to prevent the "4sten x*r " SE AGE DISPOSAL SYSTEM -(as req'd) Shoff be 44 di 40 PVC use of such STE� _ area for off activities which might p Sr v < r„„i -^•_ a laid of -0.005 ft./ft. Line shall beca ed at - :,rr ZZ ( iy4PV14,, D.tVE .1Y r. .Tt,}A,. PP damage the system, - • • -7 x^u.t"° \FLS v =end or d9 noted. 15.)The Bodfd'of Health;Ooil re uiro tns ection of L:.. <SaG> + ;�.- ,�. �.,, - C, e,_ v a+� f q P 7 Lot a ., BENNETT J� ®REILLY Inc. ' e.) Outlet p pei from D box shall remain level forst alt construction by an ogent•of the Board of Hea1M ! ' 4 ( fL least 2 feet before pitching to soil absorption system.. ) _e �� Engineering & Environmental Services P g P Y (octhe designerif this system requires o variance) and �/t 1 n, r o < 8 $ - �. .. ".'"C/ M�.. A"e4. _ .t. g rli,'.. � .Water test D boz to assure even distribution. mdy,require`sueh person to certify In writing that all _ a; « a,. � _, ,: ,_•s^,o,, t- s.) 0- shall have a minimum sum of "measured work hos been tompUted'in accordance with the terms <> -A)EO • 1573Main Street Route 6.4 ` .. r P 6 _ _ - '� ... v:, ` .. " P.O Box 1667 - -c - below the outlet in rt - at the permit and approved plans..; 48 hours advance: : w .z b 0 le t ® notice requested. _.. - ' ` ' - ,. 14"iT' J'.1 " , 508.896-6630 Office � Brewster, MA 02631 508-8964687 Fax t,o. 17-A a.__``5_ r > ' z 7 - 5. - • - ,: <.-F i� `et _.._ DATE: SCALE: BY: CHECK: JOB NUMBER: W 1205 "%� f” .r:+>t• �{ 3 II27-93 on she I hors of least three 20 dYometer ,...,,,,......z, V .ay.-.,.,.e,i +vw.00 c1+ncr in wnoie + LCeATiOFJ 7?ir ft?>: 7i t '�-- • - menholes. The minimum depth from the bottom of Or in part under driveways Parking, areas g+ 9 , • - � i " r r septic tank to the flow line shalt be 46" or other impervious material+ or when dosed. x 1� BJii,DE ?"> / I rc ZONINC ,C-rI t�A i Cain itJ"a �X� jFi1S /`,ST2j 12.) Soil absorption P system shall be covered with o .`J1//Z'tt'tit' i5 11G" s iSs.G j, "1 �„,' - :4.) Schedule 40 PVC Inlet. and outlet tees shad - .extend aminimumof 6. above no flow line of the 9"of clean medium send ` excludin minimum of ( g _ _ aT i "rJL•' �� t ^`'�,f � - � • 17i IN)Jr W4T . septic tank and chaff be Installed on the centerline topsoil) ofthe 'tank directly under the cleanout monhotes, 13•) Finish grade shall be c maximum of 36" over the e R1:��,Olr s �S j" lr .;; `ll �/, �'.4 • "' top of oU system components Including the septic tank `� 6t l � fi1t;Vr raLt lCt . 5,) Raise covers of the septic tank and distribution + g P + . ` - distribution box dihb .box with pre -cost concrete water fight risers over. osng chamber and soil absorption .L.fi[J>G�`_i�'�"'. Inlet and outlet tees to within 8'of finish grade. system. Septic tanks shall have a minimum cever T of 9',.. >f.,�+aW w� C�C.,I�.�i•C Lf�.�{— `,rO`.lkl:-T mcd TV PROJECT Piping shall consistof 4"schedule 40 PVC or'. - -� - ,`r c e ., -- ff �. f-•• t--` t--., + ., + --� ;' • _�.y14o,f-.-.�itrali.Mt ':: 0. ,_ii:.1.}... _,.U,.. F-�t. :.:/ ✓.,.-�,i .- A-- - 14,) From the date of installation of Me sort SIS I� i i__ / , �_ egslvalent, pipe shall be laid on am�mmum . , _.,, .. , . {p ' _'�4,�;�,acrt'i'fl•f GF.i , Yia^ __. � _�_ _: _ _, _.. _ - �.-.,... bbor twn system until receipt ` U'N S_ - u0' ,, >c'A .f AA heS!t continuous grade of not less than 1 -'!.:' p Y pt of o Certificate of �? ! k U F t. V, ;g Compliance, .the Perimeter of the soil absorption TITLE SEWAGE '+�/ 7,) Distribution fines for soli obsorptlodsystem system shall be stoked and flagged to prevent the "4sten x*r " SE AGE DISPOSAL SYSTEM -(as req'd) Shoff be 44 di 40 PVC use of such STE� _ area for off activities which might p Sr v < r„„i -^•_ a laid of -0.005 ft./ft. Line shall beca ed at - :,rr ZZ ( iy4PV14,, D.tVE .1Y r. .Tt,}A,. PP damage the system, - • • -7 x^u.t"° \FLS v =end or d9 noted. 15.)The Bodfd'of Health;Ooil re uiro tns ection of L:.. <SaG> + ;�.- ,�. �.,, - C, e,_ v a+� f q P 7 Lot a ., BENNETT J� ®REILLY Inc. ' e.) Outlet p pei from D box shall remain level forst alt construction by an ogent•of the Board of Hea1M ! ' 4 ( fL least 2 feet before pitching to soil absorption system.. ) _e �� Engineering & Environmental Services P g P Y (octhe designerif this system requires o variance) and �/t 1 n, r o < 8 $ - �. .. ".'"C/ M�.. A"e4. _ .t. g rli,'.. � .Water test D boz to assure even distribution. mdy,require`sueh person to certify In writing that all _ a; « a,. � _, ,: ,_•s^,o,, t- s.) 0- shall have a minimum sum of "measured work hos been tompUted'in accordance with the terms <> -A)EO • 1573Main Street Route 6.4 ` .. r P 6 _ _ - '� ... v:, ` .. " P.O Box 1667 - -c - below the outlet in rt - at the permit and approved plans..; 48 hours advance: : w .z b 0 le t ® notice requested. _.. - ' ` ' - ,. 14"iT' J'.1 " , 508.896-6630 Office � Brewster, MA 02631 508-8964687 Fax t,o. 17-A a.__``5_ r > ' z 7 - 5. - • - ,: <.-F i� `et _.._ DATE: SCALE: BY: CHECK: JOB NUMBER: W 1205 "%� f” .r:+>t• �{ 3