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Home My WebLink About83- 300 - Lot 89 - Septic Systemf f //�� "L� F', 33 O G 1` � 63 °° 2 N (n j: w y C rA 'Q E_Y�o-�.;. IT � r„ G a«�•-�. - d /J / \O'.v`i _ o.r ,-�. H 1 1 11 � 1 14x1 'd 0 d \` l7U 8'4 Q C S 1 1 - Ill 10' 8 i 1 s H •SE _ 1 o S'�' 1 - _� �Q � -�_�� LINE \ 1 4 L �"_ EDGE OF SALT MARSH a A V li 1 f //�� "L� F', 33 O G 1` � 63 °° 2 N (n j: w y C rA 'Q E_Y�o-�.;. IT � r„ G a«�•-�. - d /J / \O'.v`i _ o.r ,-�. H 1 1 11 � 1 14x1 'd 0 d \` l7U 8'4 Q C S 1 1 - Ill 10' 8 i 1 s H •SE _ 1 o S'�' 1 - _� �Q � -�_�� LINE \ 1 4 L �"_ EDGE OF SALT MARSH a A V 1 ZII t-zo LIQUID LEVEL 4•� I 4--�� Gr5AN1TAQ.y �• :0'4'1• \� ♦1 -Lc ell 1 TE a 3 Z z' lOc�c� c_.o�. SEPTIG TA.ts.i4� S o"-�1_E.T plsT-R..ISUIT— 1 ON Box_ NOT" TO SCALE - NOT_ Td SCA L -E . �IAJI54l U2not.='I }•O Flus 1i Geho:�. F1,.115H G-.¢.n.n �. I(::>. j TOP oc �Ou°JD. ELEu= 11.S a i p 0 r .. ��G.HO �� A � V � /�A. ��A �A� p �� ISA•: �Y �� u ✓/_ L mac. �, i3 r��u F tet_ pwE�Ll�,� a M tfllfrI/ . • \,ISU.a Lf VSY �TCa.Hc.�r\ Gt=4v2 Fes. .o , n.�a.o.w n.•' � '° b '. a•.d .�7:.� ELEJ 4. S bGLaL. }E— y- L� ° • ", ' o. • o e ..04- /4 I �J — I'/� �N t�SHi—V STUB -lam ' QEIA,1 FeeCED ca..r;. ' D(ST: BOX. - LCHA_c'—il r"IU i 4, Pv1T<, S1EPTIG T�raK o To BE LPVELAwIn �TABLE� SYSTEM P2COF(I ,'• NOT TO SCALE ^ l p (mac QG DESIGN CRITERIA TEST HOLE DATE - Lot 89 GENERAL NOTES Number of Bedrooms = 3 Date of Test #1: February 6, 1980 l.l000 Gal reinforced concrete septic tank and concrete Gallons/Day/Bedroom 110 Test by Robert Eldridge Engineering Co. distribution box by oro... or equal. i Total Daily Design Flow = 330 gallons with Leo Decoteau, Health Agent present. No Garbage Grinders to be Installed 2.Board of Health must be notified when system �— Percolation Rate les: than 2 min /inch ry 0'-0" - 01-3" Loam is nearly complete and prior to backfilling. REATIVE HOUSING CO. INC: Required Leaching ArEa = 1 SF/Gal = 330 SF 0'-3"- 1'-011 Subsoil Leaching Area ProvidEd = 15' x 251 = $75 SF 1'-0" - 6'-0" Medium to Coarse Sand 3. Elevations based on vsczc,s Datum Plane. t Water at 5'-2" Sand was too unstable 4 . Unless otherwise noted all system components shall b6 i table to excavate to 10'. w the water installed in. accordance with Section 5 of the State LEGEND Sanitary Code dated May 20, 1977 and any local rules 10---- Existing Ccntour TEST HOLE #2 & 3 applicable. , 3. Any deleterious material must be excavated and removed 10 Proposed Ccntour Date of Test: June 11, 1979 " �-�- to 3 below the surface of the natural permeable soil. By Robert Eldridge Engineering Co. Backfill as required with a gravel or sand fill material,. 2 x 9 Existing Slot Grade having a percolation rate in its original location of 2 11-0" - 4'-411 Loam and Subsoil min, per inch or better, and free from fines clay, 9 x S Proposed Slot Grade 41-4" - 61 + Medium to Coarse Sand organic material, and large boulders. Sand was too unstable below the water '\ 6. D.E.M. line is the limit of restriction established' Test Hole Iocation table Ito excavate to 10'. by the Department of Environmental Management adjacent C. I. Cast Iron I to the salt marsh. P.V.C. Polyvinyl (hloride Applicant: Creative Housing Co., Inc. Approved: 386 Depot Road _ o ROOF Dfza, n Boxborough, MA 02159 Yarmouth Board of Health Agent PROPOSED, SEPTIC SYSTEM PLAN HARBORSIDE 4 4!LOT 890 ��' �� r �� ' �\ VEST YARMOUTH, MASS • Vii; � 1 ;. SCALE. DATE:.. C � SHEET "` "` �'a�F"" `"n •; '� l 111-30' FEB 25,1981 OF BRADFORD SAIVETZ & ASSOCIATES. INC. - Fo/ t REV DA REVISION 4ADE CHKD APPD j�\�__�/�r i shfy `70. BY. BY BY / DRAWN BV: CHKD 8V. APPD BY: PLAN NO. i` -%• '1'V' r ENGINEERS AND ARCHITECTS X— 413— HS BRAINTREE. MASS 02184 1817, 1048.0020 -'=---It 1-1111 i I I 1 ZII t-zo LIQUID LEVEL 4•� I 4--�� Gr5AN1TAQ.y �• :0'4'1• \� ♦1 -Lc ell 1 TE a 3 Z z' lOc�c� c_.o�. SEPTIG TA.ts.i4� S o"-�1_E.T plsT-R..ISUIT— 1 ON Box_ NOT" TO SCALE - NOT_ Td SCA L -E . �IAJI54l U2not.='I }•O Flus 1i Geho:�. F1,.115H G-.¢.n.n �. I(::>. j TOP oc �Ou°JD. ELEu= 11.S a i p 0 r .. ��G.HO �� A � V � /�A. ��A �A� p �� ISA•: �Y �� u ✓/_ L mac. �, i3 r��u F tet_ pwE�Ll�,� a M tfllfrI/ . • \,ISU.a Lf VSY �TCa.Hc.�r\ Gt=4v2 Fes. .o , n.�a.o.w n.•' � '° b '. a•.d .�7:.� ELEJ 4. S bGLaL. }E— y- L� ° • ", ' o. • o e ..04- /4 I �J — I'/� �N t�SHi—V STUB -lam ' QEIA,1 FeeCED ca..r;. ' D(ST: BOX. - LCHA_c'—il r"IU i 4, Pv1T<, S1EPTIG T�raK o To BE LPVELAwIn �TABLE� SYSTEM P2COF(I ,'• NOT TO SCALE ^ l p (mac QG DESIGN CRITERIA TEST HOLE DATE - Lot 89 GENERAL NOTES Number of Bedrooms = 3 Date of Test #1: February 6, 1980 l.l000 Gal reinforced concrete septic tank and concrete Gallons/Day/Bedroom 110 Test by Robert Eldridge Engineering Co. distribution box by oro... or equal. i Total Daily Design Flow = 330 gallons with Leo Decoteau, Health Agent present. No Garbage Grinders to be Installed 2.Board of Health must be notified when system �— Percolation Rate les: than 2 min /inch ry 0'-0" - 01-3" Loam is nearly complete and prior to backfilling. REATIVE HOUSING CO. INC: Required Leaching ArEa = 1 SF/Gal = 330 SF 0'-3"- 1'-011 Subsoil Leaching Area ProvidEd = 15' x 251 = $75 SF 1'-0" - 6'-0" Medium to Coarse Sand 3. Elevations based on vsczc,s Datum Plane. t Water at 5'-2" Sand was too unstable 4 . Unless otherwise noted all system components shall b6 i table to excavate to 10'. w the water installed in. accordance with Section 5 of the State LEGEND Sanitary Code dated May 20, 1977 and any local rules 10---- Existing Ccntour TEST HOLE #2 & 3 applicable. , 3. Any deleterious material must be excavated and removed 10 Proposed Ccntour Date of Test: June 11, 1979 " �-�- to 3 below the surface of the natural permeable soil. By Robert Eldridge Engineering Co. Backfill as required with a gravel or sand fill material,. 2 x 9 Existing Slot Grade having a percolation rate in its original location of 2 11-0" - 4'-411 Loam and Subsoil min, per inch or better, and free from fines clay, 9 x S Proposed Slot Grade 41-4" - 61 + Medium to Coarse Sand organic material, and large boulders. Sand was too unstable below the water '\ 6. D.E.M. line is the limit of restriction established' Test Hole Iocation table Ito excavate to 10'. by the Department of Environmental Management adjacent C. I. Cast Iron I to the salt marsh. P.V.C. Polyvinyl (hloride Applicant: Creative Housing Co., Inc. Approved: 386 Depot Road _ o ROOF Dfza, n Boxborough, MA 02159 Yarmouth Board of Health Agent PROPOSED, SEPTIC SYSTEM PLAN HARBORSIDE 4 4!LOT 890 ��' �� r �� ' �\ VEST YARMOUTH, MASS • Vii; � 1 ;. SCALE. DATE:.. C � SHEET "` "` �'a�F"" `"n •; '� l 111-30' FEB 25,1981 OF BRADFORD SAIVETZ & ASSOCIATES. INC. - Fo/ t REV DA REVISION 4ADE CHKD APPD j�\�__�/�r i shfy `70. BY. BY BY / DRAWN BV: CHKD 8V. APPD BY: PLAN NO. i` -%• '1'V' r ENGINEERS AND ARCHITECTS X— 413— HS BRAINTREE. MASS 02184 1817, 1048.0020 i 1 ZII t-zo LIQUID LEVEL 4•� I 4--�� Gr5AN1TAQ.y �• :0'4'1• \� ♦1 -Lc ell 1 TE a 3 Z z' lOc�c� c_.o�. SEPTIG TA.ts.i4� S o"-�1_E.T plsT-R..ISUIT— 1 ON Box_ NOT" TO SCALE - NOT_ Td SCA L -E . �IAJI54l U2not.='I }•O Flus 1i Geho:�. F1,.115H G-.¢.n.n �. I(::>. j TOP oc �Ou°JD. ELEu= 11.S a i p 0 r .. ��G.HO �� A � V � /�A. ��A �A� p �� ISA•: �Y �� u ✓/_ L mac. �, i3 r��u F tet_ pwE�Ll�,� a M tfllfrI/ . • \,ISU.a Lf VSY �TCa.Hc.�r\ Gt=4v2 Fes. .o , n.�a.o.w n.•' � '° b '. a•.d .�7:.� ELEJ 4. S bGLaL. }E— y- L� ° • ", ' o. • o e ..04- /4 I �J — I'/� �N t�SHi—V STUB -lam ' QEIA,1 FeeCED ca..r;. ' D(ST: BOX. - LCHA_c'—il r"IU i 4, Pv1T<, S1EPTIG T�raK o To BE LPVELAwIn �TABLE� SYSTEM P2COF(I ,'• NOT TO SCALE ^ l p (mac QG DESIGN CRITERIA TEST HOLE DATE - Lot 89 GENERAL NOTES Number of Bedrooms = 3 Date of Test #1: February 6, 1980 l.l000 Gal reinforced concrete septic tank and concrete Gallons/Day/Bedroom 110 Test by Robert Eldridge Engineering Co. distribution box by oro... or equal. i Total Daily Design Flow = 330 gallons with Leo Decoteau, Health Agent present. No Garbage Grinders to be Installed 2.Board of Health must be notified when system �— Percolation Rate les: than 2 min /inch ry 0'-0" - 01-3" Loam is nearly complete and prior to backfilling. REATIVE HOUSING CO. INC: Required Leaching ArEa = 1 SF/Gal = 330 SF 0'-3"- 1'-011 Subsoil Leaching Area ProvidEd = 15' x 251 = $75 SF 1'-0" - 6'-0" Medium to Coarse Sand 3. Elevations based on vsczc,s Datum Plane. t Water at 5'-2" Sand was too unstable 4 . Unless otherwise noted all system components shall b6 i table to excavate to 10'. w the water installed in. accordance with Section 5 of the State LEGEND Sanitary Code dated May 20, 1977 and any local rules 10---- Existing Ccntour TEST HOLE #2 & 3 applicable. , 3. Any deleterious material must be excavated and removed 10 Proposed Ccntour Date of Test: June 11, 1979 " �-�- to 3 below the surface of the natural permeable soil. By Robert Eldridge Engineering Co. Backfill as required with a gravel or sand fill material,. 2 x 9 Existing Slot Grade having a percolation rate in its original location of 2 11-0" - 4'-411 Loam and Subsoil min, per inch or better, and free from fines clay, 9 x S Proposed Slot Grade 41-4" - 61 + Medium to Coarse Sand organic material, and large boulders. Sand was too unstable below the water '\ 6. D.E.M. line is the limit of restriction established' Test Hole Iocation table Ito excavate to 10'. by the Department of Environmental Management adjacent C. I. Cast Iron I to the salt marsh. P.V.C. Polyvinyl (hloride Applicant: Creative Housing Co., Inc. Approved: 386 Depot Road _ o ROOF Dfza, n Boxborough, MA 02159 Yarmouth Board of Health Agent PROPOSED, SEPTIC SYSTEM PLAN HARBORSIDE 4 4!LOT 890 ��' �� r �� ' �\ VEST YARMOUTH, MASS • Vii; � 1 ;. SCALE. DATE:.. C � SHEET "` "` �'a�F"" `"n •; '� l 111-30' FEB 25,1981 OF BRADFORD SAIVETZ & ASSOCIATES. INC. - Fo/ t REV DA REVISION 4ADE CHKD APPD j�\�__�/�r i shfy `70. BY. BY BY / DRAWN BV: CHKD 8V. APPD BY: PLAN NO. i` -%• '1'V' r ENGINEERS AND ARCHITECTS X— 413— HS BRAINTREE. MASS 02184 1817, 1048.0020