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Home My WebLink About83- 299 - Septic SystembI o A 1 CLEANOUT& INSPECTIONCOVFRf -• I PLAN VIEW - iI -' _ �— PT -•=r ----=----=---: 411 .. LIQUID I,.EVEL - -- 7=7= -�. FRONT VIEW 1812"%5M"OPENINGS SIDE VIEW &.. R.. 1.,�. 3fl SLOTS 1'"CIA . ^ I � - _ � / Y• - L •.. �_: .=iii=�:__----- 1 _ w �N _ 8..� L_..L 10_ L, n".. [LOW LINE, 0 6�[� �P.�. •�->7 - SECTION A -A SECTION 6-0 _. eYt; fY to (51 I000 4�NOT- To nCA\LE t -ow, D i �_- t= L_, s o i>_ TJ T •56PT'tG. TA.IV{L ghat a yn tY' to the nal Eng1ne 1 Pa°ted pY10 YYofesstrat b Y comp LH �n t teYed l;ealthL Ste of. fuse A R paidd1f e 5Y OXY: the b flown of t11 t t r i of stalla 1 o� in p� �Iwsu Gvaat=ILL FfaiLS L1 Gc1o8 O� OVER •iAN K.c ��,d F �.. G�i'�.fa p� n F ( RpA �_- roaoc - o,o TEST HOLE DATA - Lot 90 oqn /fr `I�i W.oSuco • No � c-^ � / < ,�-• ,, ., � .,/ 9.30 8. 8 S - >\ -I f- 3/41 Date: Februry 6 1980 J F-tp \ ' -- S'rolvE o /r bs Z s B Robert Eldridge Engineering Co. G Y g g g o1F�+� 1 with Mr, Leo Decoteau Health Agent. C�ypEZ �' • - -. 7.4 �'c' or+ o� FLS,.. r , g 6LEJ. 4,75 Q.E FOtC O [du ( plPFusor✓ o�� raj\,, TEST HOLE #1: c. �. 1ti L -".h" �j� 1� v t<7 nit. .•Q-. .�, ^. .a0� TZo i / 1 SCJ / ¢. � *taal.l L� ` 0'-0' - 0'-3" ,Loam g\Y 2 I^IC• f G ✓ rL / \ `. r o i Or -3" 2'-6:: Subsoil 2 -6 + `" ;o> 5�to'T'tG 'T'� o Water at 5' Z.� a' c N Sand was too unstable below the water �� e' table to continue the excavation to 10'. Lt b SYST7=M P2�Fll� P3Scm�.to \t. �crt +1 NOT TO 3lAl.E `\ oa 1 a S o cci- f` �1 i TEST HOLE #2 Val �5 0'-0" - 0'-3" Loam 6 0'-3" - 2'-6" 'Sandy Subsoil . 1 1 I `� / - - e Coarse Sand ` 2' 6" 6' + Medium to •� �. � Y i �' \ Water at 5'-2"i • 6 table on v to 1 \ Sand was too unstable below the water 11 t e to c tinire the excavation 0'. J _w+ Nei DESIGN CRITERIA GENERAL NOTES c / Zx, , 1. t000 Gal reinforced concrete septic tank and concrete J / � � \ �.. Gallons/Day/Bedroom = 3 a / \\ \ Number of y/Bedroom 110 distribution box by 2oTOHo� or equal. c ' , E- Total Daily Design Flow = 330 gallons 4 �/ 9 $� No Garbage Grinders to be Installed 2. YoeF o�� Board of Health must be: notified when system 30 Percolation Rate less than 2 min/inch -is nearly complete and prior to backfilling. O . '>' D�' Required Leaching Area 1 SF/Gal = 330 SF D.E.M. LINE f�. ` L_' ' \ r :\ - _ Leaching Area Provided: Bottom 10' x 22' 220 SF x 1 Gal/SF 220 Gal. 3. Elevations based on u�ci�s Datum•Plane. ` - Sidewall = 64' x 0.95' = 60.8 SF x 2.5 Gal/SF = 152 Gal. - / TOTALS 280.8 SF = 372 Gal. 4. Unless otherwise noted all system components shall be EDGE OF SALT MARSH `� � � �- / _ i \ installed in accordance with Section 5 of the State ' Sanitary Code dated ilay'20, 1977 and any local rules LEGEND applicable. I� \ Note: A variance from the required 10' r \ 10 Existing Contour property line offset is being 3. Any deleterious material rust be excavated and' removed requested on this lot in order to 3" below the surface of the natural permeable soil. -Backfill as required with a gravel or sand fill material, { ; 0 Proposed Contour to construct the disposal system q less than 10' from the property craving a percolation rate in .ts original location of 2 . ing Spot Grade lines. min. per inch or better, and free'`frgm fines, clay, U \\\ 9 x 5 Proposed organic material, and large boulders. 2 x 9 Exist sed Spot Grade- / _ i 6. D.E.M. line is the limit of restriction established \ EDGE OF SALT MARSH �a�\ 1 CREATIVE HOUSING CO. INC. `"'" ,-- � Test Hole Location by the Department- of Environmental Management adjacent I E to the salt marsh. C. I. Cast Iron Applicant: Creative Housing Approved: LINE P.V.C. Polyvinyl Chloride 386 Depot Road n Co., Inc. A roved COO;:' - ' Boxborough, MA 02159. LJKe.E rJ ,,. -,. --- -- - .._. - th r al n / Yarmouth Board of Health Agent ;. PROPOSED SEPTIC SYSTEM PLAN HARBORSIDE VC LOT90 _ � �;`: ; � ,� � 1 - � •. `�� ,-• 1 'MASS. 31zL� l QEJI'm 14OL6c C�uvt'tes t, rrra*� ' 12•E�C, bt.S WEST YARMOUTH. �'+ SCALE: DATE; SHEET / 1' &ASSOC1111iE'S[ INC.. REV DAT REVISION LADE CHKD APPD �.pn1. -SO- FEB LF) �98� OF NO BX BY SY / I DRAWk er eHsco er. Aorro ar: vuN xo.+� _ w ^ 3/z 91 INCitS 'ANG AFtf H17[C 1 '[•: ,� *`,� Gex AlmTort, F1APS 02104 Etv}1 /aa•00 X-413-H.S; ' _ :,; ` I \ 1 1 bI o A 1 CLEANOUT& INSPECTIONCOVFRf -• I PLAN VIEW - iI -' _ �— PT -•=r ----=----=---: 411 .. LIQUID I,.EVEL - -- 7=7= -�. FRONT VIEW 1812"%5M"OPENINGS SIDE VIEW &.. R.. 1.,�. 3fl SLOTS 1'"CIA . ^ I � - _ � / Y• - L •.. �_: .=iii=�:__----- 1 _ w �N _ 8..� L_..L 10_ L, n".. [LOW LINE, 0 6�[� �P.�. •�->7 - SECTION A -A SECTION 6-0 _. eYt; fY to (51 I000 4�NOT- To nCA\LE t -ow, D i �_- t= L_, s o i>_ TJ T •56PT'tG. TA.IV{L ghat a yn tY' to the nal Eng1ne 1 Pa°ted pY10 YYofesstrat b Y comp LH �n t teYed l;ealthL Ste of. fuse A R paidd1f e 5Y OXY: the b flown of t11 t t r i of stalla 1 o� in p� �Iwsu Gvaat=ILL FfaiLS L1 Gc1o8 O� OVER •iAN K.c ��,d F �.. G�i'�.fa p� n F ( RpA �_- roaoc - o,o TEST HOLE DATA - Lot 90 oqn /fr `I�i W.oSuco • No � c-^ � / < ,�-• ,, ., � .,/ 9.30 8. 8 S - >\ -I f- 3/41 Date: Februry 6 1980 J F-tp \ ' -- S'rolvE o /r bs Z s B Robert Eldridge Engineering Co. G Y g g g o1F�+� 1 with Mr, Leo Decoteau Health Agent. C�ypEZ �' • - -. 7.4 �'c' or+ o� FLS,.. r , g 6LEJ. 4,75 Q.E FOtC O [du ( plPFusor✓ o�� raj\,, TEST HOLE #1: c. �. 1ti L -".h" �j� 1� v t<7 nit. .•Q-. .�, ^. .a0� TZo i / 1 SCJ / ¢. � *taal.l L� ` 0'-0' - 0'-3" ,Loam g\Y 2 I^IC• f G ✓ rL / \ `. r o i Or -3" 2'-6:: Subsoil 2 -6 + `" ;o> 5�to'T'tG 'T'� o Water at 5' Z.� a' c N Sand was too unstable below the water �� e' table to continue the excavation to 10'. Lt b SYST7=M P2�Fll� P3Scm�.to \t. �crt +1 NOT TO 3lAl.E `\ oa 1 a S o cci- f` �1 i TEST HOLE #2 Val �5 0'-0" - 0'-3" Loam 6 0'-3" - 2'-6" 'Sandy Subsoil . 1 1 I `� / - - e Coarse Sand ` 2' 6" 6' + Medium to •� �. � Y i �' \ Water at 5'-2"i • 6 table on v to 1 \ Sand was too unstable below the water 11 t e to c tinire the excavation 0'. J _w+ Nei DESIGN CRITERIA GENERAL NOTES c / Zx, , 1. t000 Gal reinforced concrete septic tank and concrete J / � � \ �.. Gallons/Day/Bedroom = 3 a / \\ \ Number of y/Bedroom 110 distribution box by 2oTOHo� or equal. c ' , E- Total Daily Design Flow = 330 gallons 4 �/ 9 $� No Garbage Grinders to be Installed 2. YoeF o�� Board of Health must be: notified when system 30 Percolation Rate less than 2 min/inch -is nearly complete and prior to backfilling. O . '>' D�' Required Leaching Area 1 SF/Gal = 330 SF D.E.M. LINE f�. ` L_' ' \ r :\ - _ Leaching Area Provided: Bottom 10' x 22' 220 SF x 1 Gal/SF 220 Gal. 3. Elevations based on u�ci�s Datum•Plane. ` - Sidewall = 64' x 0.95' = 60.8 SF x 2.5 Gal/SF = 152 Gal. - / TOTALS 280.8 SF = 372 Gal. 4. Unless otherwise noted all system components shall be EDGE OF SALT MARSH `� � � �- / _ i \ installed in accordance with Section 5 of the State ' Sanitary Code dated ilay'20, 1977 and any local rules LEGEND applicable. I� \ Note: A variance from the required 10' r \ 10 Existing Contour property line offset is being 3. Any deleterious material rust be excavated and' removed requested on this lot in order to 3" below the surface of the natural permeable soil. -Backfill as required with a gravel or sand fill material, { ; 0 Proposed Contour to construct the disposal system q less than 10' from the property craving a percolation rate in .ts original location of 2 . ing Spot Grade lines. min. per inch or better, and free'`frgm fines, clay, U \\\ 9 x 5 Proposed organic material, and large boulders. 2 x 9 Exist sed Spot Grade- / _ i 6. D.E.M. line is the limit of restriction established \ EDGE OF SALT MARSH �a�\ 1 CREATIVE HOUSING CO. INC. `"'" ,-- � Test Hole Location by the Department- of Environmental Management adjacent I E to the salt marsh. C. I. Cast Iron Applicant: Creative Housing Approved: LINE P.V.C. Polyvinyl Chloride 386 Depot Road n Co., Inc. A roved COO;:' - ' Boxborough, MA 02159. LJKe.E rJ ,,. -,. --- -- - .._. - th r al n / Yarmouth Board of Health Agent ;. PROPOSED SEPTIC SYSTEM PLAN HARBORSIDE VC LOT90 _ � �;`: ; � ,� � 1 - � •. `�� ,-• 1 'MASS. 31zL� l QEJI'm 14OL6c C�uvt'tes t, rrra*� ' 12•E�C, bt.S WEST YARMOUTH. �'+ SCALE: DATE; SHEET / 1' &ASSOC1111iE'S[ INC.. REV DAT REVISION LADE CHKD APPD �.pn1. -SO- FEB LF) �98� OF NO BX BY SY / I DRAWk er eHsco er. Aorro ar: vuN xo.+� _ w ^ 3/z 91 INCitS 'ANG AFtf H17[C 1 '[•: ,� *`,� Gex AlmTort, F1APS 02104 Etv}1 /aa•00 X-413-H.S; ' _ :,; `