The URL can be used to link to this page

Home My WebLink About83- 298 - Septic SystemI - L1` i _ N OR Gp. \NG- 7 1 N F- yr 1 , i I, I - L1` i _ N OR Gp. \NG- 7 1 N F- yr GROwP� RE O Q k:� } T i LIQUID LEVEL. P. , OPD ', ,., - - --- -- 3' T Z _I � to ,E- QLQ 1 Iq O� \ P 3 »'T + �ISTR ISUT1 0t\1 F30JC NOT TO SrAL.E NOT TO SCA L -E FINIS fI C�evoE OVErz - p.v:. TOP op V`OUNQ. i ELrv.v. I1.5 g v ` ! QU�j\i�: , d' C -S .: 4. C'✓. / / //f/ J l J J�-LLe=<...... ;. ._c. v. r,..� ti ,1.Q:� ' .. DyNELL .• z U � 4''a.• - I `— � I // � 4=[.. :. \/ \/ P, 1 O ° ° ° a a '4,Ptii t=. P. � _ ' 12— –7, GCAVE L� °d °o - ° `o e p E._. yr ELLo-R. FL. 'TU Nc to g N b_ U\ s DNE —' _ _ 2EI�cOtCED ccvc Dtsr - 7.n c, zE Za' o , .� 1 aCE, ZAIVI�J- � D. rDGE Of 5 HP1 C K a Or STxS4 TMARSH T H L.E � v4 _ l \ c. v z. z f j NO �h/p,T E. w.. Oe�s Ea.�JCii D -E. M. LINE � Vii---�d'� ,�( ,. SYSTEM PPDs= lL..t. EDGE OF SALT MARSH—�-_J I / ` �_ q_�/ Nor To scaUE i SA 0 DESIGN CRITERIA TEST HOLE DATE - Lot 88 GENERAL NOTES ate:February 6, 198 D' 0 ' � T Number -of Bedrooms = 3 1. lc>�Gal reinforced concrete septic tank z:nd concre'te j Gallons/Day/Bedroom = 110 Test by Robert Eldridge Engineering Co. distribution box Required Leaching Area 1 SF/Gal or 8qua1. Y r c . J, ,•_. Total Daily Design Flow = 330 gallons with Leo Decoteau, Health Agent presentj bc% notified - PerrcolationNo GarbaeGriRateers lessothanl2smin/i�ndch 0'-0" - 0'-6" Loam2, isMnearly completefandalth prioruto backfilling. when system `- . N ORF \NC, L 330 SrSF 0'-6" - 1'-3" Subsoil GQ. Leaching Area Provided = 12 x 30 360 SF 1'-3" - 10'-0" Medium to Coarse Sand 3. Elevations based on v ��ciG Datum Plane. 2� Epi\vE NOUS\NG No water encountered. w 4. Unless otherwise noted all system components shall be LEGEND installed in accordance with Section 5 of the State. - Sanitary Code dated "lay 20, 1977 and any local rules -^10 — Existing Contour applicable. I 10� Proposed Contour 3. Any deleterious material must be excavated and removed to 3" below the surface of the natural permeable soil. j 2 x 9 Existing Spot Grade Backfill as required with a gravel or sand fill material, I having a percolation rate in its original location of 2A w 9 x 5 Proposed Spot Grade min. per inch or better, and free from fines, clay, organic material, and large boulders. I Test Hole Location 6. D;E.M. line is the limit of restriction established C. I. Cast Iron by the Department of Environmental Management adjacent to the salt marsh. i i P.V.C. Polyvinyl Chloride Applicant: Creative Housing, Co., Inc. 386 Depot Road Approved: Boxborough, MA 02159 • I Yarmouth Board of Health Agent I PROPOSED SEPTIC SYSTEM PLAN - HARBORSIDE LOT 88 r� WEST YARMOUTH , MASS. Jl- A ✓ / 1 3/z+isl tZE .sem.. H�� _E �< = c t ; o .o•_, -- - cA n I DATE. SHEET k - BRADFORD S D E I 30 FEB 26 1981 I I OFI - _iSAIv ASSOCIATES, INC.' �� Wig, ETZ & S RFV DAT REVISION 1ADE CHKD APPD ��" S - } ENGINEERS AND ARCHITECTS J CHKD B`" APPO BY PLAN NO. NO BY, BY BY s z/81 oaAwN BY BRAINTREE MASS 0210. 6tJi 0.00020 X-413—H.S. ! i l} _-T if ----,U GROwP� RE O Q k:� } T i LIQUID LEVEL. P. , OPD ', ,., - - --- -- 3' T Z _I � to ,E- QLQ 1 Iq O� \ P 3 »'T + �ISTR ISUT1 0t\1 F30JC NOT TO SrAL.E NOT TO SCA L -E FINIS fI C�evoE OVErz - p.v:. TOP op V`OUNQ. i ELrv.v. I1.5 g v ` ! QU�j\i�: , d' C -S .: 4. C'✓. / / //f/ J l J J�-LLe=<...... ;. ._c. v. r,..� ti ,1.Q:� ' .. DyNELL .• z U � 4''a.• - I `— � I // � 4=[.. :. \/ \/ P, 1 O ° ° ° a a '4,Ptii t=. P. � _ ' 12— –7, GCAVE L� °d °o - ° `o e p E._. yr ELLo-R. FL. 'TU Nc to g N b_ U\ s DNE —' _ _ 2EI�cOtCED ccvc Dtsr - 7.n c, zE Za' o , .� 1 aCE, ZAIVI�J- � D. rDGE Of 5 HP1 C K a Or STxS4 TMARSH T H L.E � v4 _ l \ c. v z. z f j NO �h/p,T E. w.. Oe�s Ea.�JCii D -E. M. LINE � Vii---�d'� ,�( ,. SYSTEM PPDs= lL..t. EDGE OF SALT MARSH—�-_J I / ` �_ q_�/ Nor To scaUE i SA 0 DESIGN CRITERIA TEST HOLE DATE - Lot 88 GENERAL NOTES ate:February 6, 198 D' 0 ' � T Number -of Bedrooms = 3 1. lc>�Gal reinforced concrete septic tank z:nd concre'te j Gallons/Day/Bedroom = 110 Test by Robert Eldridge Engineering Co. distribution box Required Leaching Area 1 SF/Gal or 8qua1. Y r c . J, ,•_. Total Daily Design Flow = 330 gallons with Leo Decoteau, Health Agent presentj bc% notified - PerrcolationNo GarbaeGriRateers lessothanl2smin/i�ndch 0'-0" - 0'-6" Loam2, isMnearly completefandalth prioruto backfilling. when system `- . N ORF \NC, L 330 SrSF 0'-6" - 1'-3" Subsoil GQ. Leaching Area Provided = 12 x 30 360 SF 1'-3" - 10'-0" Medium to Coarse Sand 3. Elevations based on v ��ciG Datum Plane. 2� Epi\vE NOUS\NG No water encountered. w 4. Unless otherwise noted all system components shall be LEGEND installed in accordance with Section 5 of the State. - Sanitary Code dated "lay 20, 1977 and any local rules -^10 — Existing Contour applicable. I 10� Proposed Contour 3. Any deleterious material must be excavated and removed to 3" below the surface of the natural permeable soil. j 2 x 9 Existing Spot Grade Backfill as required with a gravel or sand fill material, I having a percolation rate in its original location of 2A w 9 x 5 Proposed Spot Grade min. per inch or better, and free from fines, clay, organic material, and large boulders. I Test Hole Location 6. D;E.M. line is the limit of restriction established C. I. Cast Iron by the Department of Environmental Management adjacent to the salt marsh. i i P.V.C. Polyvinyl Chloride Applicant: Creative Housing, Co., Inc. 386 Depot Road Approved: Boxborough, MA 02159 • I Yarmouth Board of Health Agent I PROPOSED SEPTIC SYSTEM PLAN - HARBORSIDE LOT 88 r� WEST YARMOUTH , MASS. Jl- A ✓ / 1 3/z+isl tZE .sem.. H�� _E �< = c t ; o .o•_, -- - cA n I DATE. SHEET k - BRADFORD S D E I 30 FEB 26 1981 I I OFI - _iSAIv ASSOCIATES, INC.' �� Wig, ETZ & S RFV DAT REVISION 1ADE CHKD APPD ��" S - } ENGINEERS AND ARCHITECTS J CHKD B`" APPO BY PLAN NO. NO BY, BY BY s z/81 oaAwN BY BRAINTREE MASS 0210. 6tJi 0.00020 X-413—H.S. !