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Home My WebLink About7 Rachael Road - BLD-82-441 - Septic System Plan, n 1, - . CLEANOUT R INSPEC T 101 COVER, - _ 6 4_1L Al _ _. _ _, 20"_0,. _-___• ..�... __ •.` PLAN VIEW - - LIQUID I---EVEL T - 7=7=7=7= 1 L r8! Y" X 5'r• OPENINGS FRONT VIEW r 4, Is -4' SIDE VIEW f T�E 4.. 8.. 7,... . -1, q.. SLOTS 7. 8- �... P. oa �c,�T / - I - -- f4..oln r I O , O `,__�_ If, -�.'-.1 L1,,.. .,,J L, 11FLOWLINE' !!1111 -+.e.-,•. SECTION A -A SECTION 8-8 , WOT To i' ceztife to i cnyty - a scall 3J tY' to tY,e ed os \ al Er`�yre l patted Qri 1 �essio at anY pomp �' ,• >- :, teed 1�ealt e� ba � �„ � -, . gegls rd °� dlf fps e sY$ �k ,;_ r, A a w f r to t TE • tY,e Bo for ° .�' �� - - • � F t /J Is u C^Iz/s.Dc- irst , -~ r. F„�"l� `'�" �` � _ P a -r-''-,-"'- � w I N I s ►..� U 2� � - l �OvE�z. T',o.ra tc.. = 1 \ C� 1 _ . C �o-c , Top (:>.r t=ouND. _ lrr EL�v.= Z•O \\\\\\Y \� \\\- - �� ., %-4 C> ' , �" ,,•-� ,;.�• \ � ` C_�E?c�s �\ ..,s, �os 1 /, TET HOLE DATA - Lot 90OV -�:-�, �, 8 _� -_ ✓`35 �� ,�_ Dtpp ��,c.' 1 La Date: Februry 6, 1980 ' By Robert Eldridge En ineerin Co. ,E- .t �+ � - _ - with ^'r Leo Decoteau , t:na � .. L�Q.TG J - I... _ g; KEI►..IF�OELGEO GCnaC TEST HALEul N 01-011�if?A - 0' -3" Loam � ----- - 0 '" - 0'-3" 2'-6" Subsoil O . o S E PT'( G T,�l f ,- V r. _ 1 _ S ;V + U 2' 6' 6' + Mco"., �o Lo•ocsc awl k o Water at 5'-8" { r �' ---- n ��.�,, . .� "•. J -- io' Sand was too unstable below the water ` o table "-o continue the excavation to 10' 8 4� �5 - SYS ' TO SCALE ---4 17) li' -� I ' TEST HDLE #2 ( — _ J �'\ ` � \ `L;. 01-0" ,1 0' —3" Loam r t5 pt:c.l— 01-311 - 2-6" Sandy Subsoil - / 6 ' 2'-6" - 6' + Medium to Coarse Sand 6 -"��- / Water at 5'-2" Sand was too unstable below the water 6 _i-y---�'-�= �• \ / 1 table to continue the excavation to 10E �- r, GENERAL NOTES ,.. !-� ,� �o �� _- � � DESIGN CRITERIA 1 y �.nP JG� \ Number of ;Bedrooms = 3 1. > Gal reinforced concrete septic tank and concrete / `�� r, o ',� z�. \ '` Gallons/Day/Bedroom 110 distribution box by r .: or equal. o Total Daily Design Flow = 330 gallons _ No Garbage Grinders to be Installed �; 2. y�~ti,� -. Board of Health must brit notified when system q OJ� a� %� i s near! complete and prior to backfillinc \ Percolation .Rate less than 2 min/inch Y P P .�- / Required Leaching Area = 1 SF/Gal = 330 SF ti D.E.M. LINE Leaching Area Provided: Bottom 10' x 22'" = 220 SF x 1 Gal/SF = 220 Gal. 3. Elevations based on v � �sc-s Datum Plane. Sidewall 64' x 0.95' = 60.8SF x 2.5 Gal/SF = 152 Gal. TOTALS = 280.8 SF = 372 Gal. 4, unless otherwise noted all system components,shall be V EDGE OF SALT MARSH • ._,_, � -� / f J,nstalled in accordance with Section 5 of the State Eianitary Code dated Play 20, 1977 and any local rules LEGEND' ,pplicable. NOTE: AT THE COMPLETION OF THE SEPTIC 3. ILny deleterious material Trust be exca, ted and removed -10 — Existing Contour SYSTEM CONSTRUCTION THE BOARD OF HEALTH �`.o 3" below the surface of the natural permeable e soil. , Proposed Contour IS TO BE PROVIDED A CERTIFICATE FROM 'A. iiackfill as required with a f P q gravel or sand fill material, REGISTERED PROFESSIONAL ENGINEER THAT having a percolation rate in its original location of 2 THE SEPTIC SYSTEM HAS / 2 x 9 Existing Spot Grade BEEN INSTALLED IN ilin. per inch or better, and free'frcm fines, clay, • �\ C`ONIP�rIANCE WITH THIS PLAN. \\ organic material, and large boulders. A,` \ 9 x 5 Proposed Spot Grade 6. I1.E.M. .line is the. limit of restriction j t established EDGE OF"SALT MARSH J, 1l the Depdrtment Of Environmental Management adjacent CREATIVE HOUSING CO. INC. 'tea\\ ® Test Hole Location ly ' J to the salt marsh. 1 C. I. Cast Iron ` Applicant: Creative HousingCo.,_.ousin Co. Inc. Approved: _ D. E. M. LINE p 386 I)enot Road .V.C. Polyvinyl Chloride Boxbtirou h MA 02159 g Y mout B d o Eea, th Agent PROPOSED SEPTIC SYSTEM! PLAN r HARBORSIDE e DF WEST. YARMOUTH BASS. NOTE: REFER --TQ THE SUPERCEDING ORDER O. CONDITIONS , DATED JUNE 25 1981,3 �i /L� E�.Is 1 ,w sE ot,-T p �, E.i 1 .o•,o v,`.�.L..� . C 1 S t 1 - - MASSACHUSETTS DEPART.•:E... OF ENVIRONMENTAL ENGINEERING *' � � � _ - . ' • ' /, BY THE MA TAL QUALITY EI�CI.�EERIIvG _ �. , • ��,-��-.,�.,../ >�� _�_�.-_v_•� -rte �_,�_ti��••'-_.5 .,,-, .�:.....-•-- , "-;- _ * , .-, cLOT. -. _ _ _ _ SCALE:DATE SHEET ' -P RMIT CONDITI0.1S GOVERNING ,. _, _ ..�_ __w _____.:�.------..__.�__._ _--__.�-._-_- ,___ ._---_-_-_.___�_ _--_ _ __._. __ ,..._._.: ._.._,.: FOR .WET,LANDS E CONSTRUCTION ON � H I,.� LOT . � . - ,. : , . ,.,. __-__ - - --' __� - ,, . , CI -IT _ BFtAi7FC1R0► .SAfVETZ & ASSOCIATES. 'tNC.. �. _ MAY 13 182 - F I, 30 1 9 I 0 , REV T REVI ON MADE CHKD APPD E G f td f� 5 : tv c3 A R rw H I T EeC T S DA 5 13 SZ- DRAWN BY:, Y D CHKD C* -. Af'Pti $'1'' PLAN t',C1. ' ,. - F < . BY BY BY s 9/1AINTII'tt. SOA4 i 0x118.+ E� 17 1 948.0020 rf . a NO 1 A 7 I E ► X- 413 H.S, yy 1 , • - 1 : l a t r 1 - E �I 1f , n 1, - . CLEANOUT R INSPEC T 101 COVER, - _ 6 4_1L Al _ _. _ _, 20"_0,. _-___• ..�... __ •.` PLAN VIEW - - LIQUID I---EVEL T - 7=7=7=7= 1 L r8! Y" X 5'r• OPENINGS FRONT VIEW r 4, Is -4' SIDE VIEW f T�E 4.. 8.. 7,... . -1, q.. SLOTS 7. 8- �... P. oa �c,�T / - I - -- f4..oln r I O , O `,__�_ If, -�.'-.1 L1,,.. .,,J L, 11FLOWLINE' !!1111 -+.e.-,•. SECTION A -A SECTION 8-8 , WOT To i' ceztife to i cnyty - a scall 3J tY' to tY,e ed os \ al Er`�yre l patted Qri 1 �essio at anY pomp �' ,• >- :, teed 1�ealt e� ba � �„ � -, . gegls rd °� dlf fps e sY$ �k ,;_ r, A a w f r to t TE • tY,e Bo for ° .�' �� - - • � F t /J Is u C^Iz/s.Dc- irst , -~ r. F„�"l� `'�" �` � _ P a -r-''-,-"'- � w I N I s ►..� U 2� � - l �OvE�z. T',o.ra tc.. = 1 \ C� 1 _ . C �o-c , Top (:>.r t=ouND. _ lrr EL�v.= Z•O \\\\\\Y \� \\\- - �� ., %-4 C> ' , �" ,,•-� ,;.�• \ � ` C_�E?c�s �\ ..,s, �os 1 /, TET HOLE DATA - Lot 90OV -�:-�, �, 8 _� -_ ✓`35 �� ,�_ Dtpp ��,c.' 1 La Date: Februry 6, 1980 ' By Robert Eldridge En ineerin Co. ,E- .t �+ � - _ - with ^'r Leo Decoteau , t:na � .. L�Q.TG J - I... _ g; KEI►..IF�OELGEO GCnaC TEST HALEul N 01-011�if?A - 0' -3" Loam � ----- - 0 '" - 0'-3" 2'-6" Subsoil O . o S E PT'( G T,�l f ,- V r. _ 1 _ S ;V + U 2' 6' 6' + Mco"., �o Lo•ocsc awl k o Water at 5'-8" { r �' ---- n ��.�,, . .� "•. J -- io' Sand was too unstable below the water ` o table "-o continue the excavation to 10' 8 4� �5 - SYS ' TO SCALE ---4 17) li' -� I ' TEST HDLE #2 ( — _ J �'\ ` � \ `L;. 01-0" ,1 0' —3" Loam r t5 pt:c.l— 01-311 - 2-6" Sandy Subsoil - / 6 ' 2'-6" - 6' + Medium to Coarse Sand 6 -"��- / Water at 5'-2" Sand was too unstable below the water 6 _i-y---�'-�= �• \ / 1 table to continue the excavation to 10E �- r, GENERAL NOTES ,.. !-� ,� �o �� _- � � DESIGN CRITERIA 1 y �.nP JG� \ Number of ;Bedrooms = 3 1. > Gal reinforced concrete septic tank and concrete / `�� r, o ',� z�. \ '` Gallons/Day/Bedroom 110 distribution box by r .: or equal. o Total Daily Design Flow = 330 gallons _ No Garbage Grinders to be Installed �; 2. y�~ti,� -. Board of Health must brit notified when system q OJ� a� %� i s near! complete and prior to backfillinc \ Percolation .Rate less than 2 min/inch Y P P .�- / Required Leaching Area = 1 SF/Gal = 330 SF ti D.E.M. LINE Leaching Area Provided: Bottom 10' x 22'" = 220 SF x 1 Gal/SF = 220 Gal. 3. Elevations based on v � �sc-s Datum Plane. Sidewall 64' x 0.95' = 60.8SF x 2.5 Gal/SF = 152 Gal. TOTALS = 280.8 SF = 372 Gal. 4, unless otherwise noted all system components,shall be V EDGE OF SALT MARSH • ._,_, � -� / f J,nstalled in accordance with Section 5 of the State Eianitary Code dated Play 20, 1977 and any local rules LEGEND' ,pplicable. NOTE: AT THE COMPLETION OF THE SEPTIC 3. ILny deleterious material Trust be exca, ted and removed -10 — Existing Contour SYSTEM CONSTRUCTION THE BOARD OF HEALTH �`.o 3" below the surface of the natural permeable e soil. , Proposed Contour IS TO BE PROVIDED A CERTIFICATE FROM 'A. iiackfill as required with a f P q gravel or sand fill material, REGISTERED PROFESSIONAL ENGINEER THAT having a percolation rate in its original location of 2 THE SEPTIC SYSTEM HAS / 2 x 9 Existing Spot Grade BEEN INSTALLED IN ilin. per inch or better, and free'frcm fines, clay, • �\ C`ONIP�rIANCE WITH THIS PLAN. \\ organic material, and large boulders. A,` \ 9 x 5 Proposed Spot Grade 6. I1.E.M. .line is the. limit of restriction j t established EDGE OF"SALT MARSH J, 1l the Depdrtment Of Environmental Management adjacent CREATIVE HOUSING CO. INC. 'tea\\ ® Test Hole Location ly ' J to the salt marsh. 1 C. I. Cast Iron ` Applicant: Creative HousingCo.,_.ousin Co. Inc. Approved: _ D. E. M. LINE p 386 I)enot Road .V.C. Polyvinyl Chloride Boxbtirou h MA 02159 g Y mout B d o Eea, th Agent PROPOSED SEPTIC SYSTEM! PLAN r HARBORSIDE e DF WEST. YARMOUTH BASS. NOTE: REFER --TQ THE SUPERCEDING ORDER O. CONDITIONS , DATED JUNE 25 1981,3 �i /L� E�.Is 1 ,w sE ot,-T p �, E.i 1 .o•,o v,`.�.L..� . C 1 S t 1 - - MASSACHUSETTS DEPART.•:E... OF ENVIRONMENTAL ENGINEERING *' � � � _ - . ' • ' /, BY THE MA TAL QUALITY EI�CI.�EERIIvG _ �. , • ��,-��-.,�.,../ >�� _�_�.-_v_•� -rte �_,�_ti��••'-_.5 .,,-, .�:.....-•-- , "-;- _ * , .-, cLOT. -. _ _ _ _ SCALE:DATE SHEET ' -P RMIT CONDITI0.1S GOVERNING ,. _, _ ..�_ __w _____.:�.------..__.�__._ _--__.�-._-_- ,___ ._---_-_-_.___�_ _--_ _ __._. __ ,..._._.: ._.._,.: FOR .WET,LANDS E CONSTRUCTION ON � H I,.� LOT . � . - ,. : , . ,.,. __-__ - - --' __� - ,, . , CI -IT _ BFtAi7FC1R0► .SAfVETZ & ASSOCIATES. 'tNC.. �. _ MAY 13 182 - F I, 30 1 9 I 0 , REV T REVI ON MADE CHKD APPD E G f td f� 5 : tv c3 A R rw H I T EeC T S DA 5 13 SZ- DRAWN BY:, Y D CHKD C* -. Af'Pti $'1'' PLAN t',C1. ' ,. - F < . BY BY BY s 9/1AINTII'tt. SOA4 i 0x118.+ E� 17 1 948.0020 rf . a NO 1 A 7 I E ► X- 413 H.S, yy 1 , • - 1 : l a t r 1