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Home My WebLink AboutBLD-82-44014•, 0 - _ _ j s t 4' ~ e Y l T t i t (QUID BEVEL i _ \ i R 1 I O /'y eT .: � --- c .r. SANcTAey I VoV Pa - -- - - - - — z 1 /o J`, p P�� v- R A 1 C:> - _ -5 EP TA.t�t(L :� Uu T �. _ DlSTfZf8�JT I ON t3o�C. ' TO S�-I N T- 7- 5 t O b E 14 F O C)° o �` Z Ae 10 { t J � , � �N/ E' 1--t 2�.D a F (P1Z/1D.� F I JJ l S H K.v.D E � � � _ 1t i wE'rz. TAN �c,c I l • cJ-- Ot/E2 g�fl = 1 \ Z _ I 14 TOP 09=1=ouNo. --- to ♦ _<t wL `- � � / i �',! p- '. ,� � T ,/. S _ �r be - -t r- �`',+� ��-•/ G�—"'_-`r_ ' D V' � ( ' �� i I \ ,, :.. O O b C'� 0'•0 ' 4 1C � a' 0 - , p 0 O O i _] .. ... _ �- , o b Ion -30 - - \ + 12 ,: � c,! F ,. ! -T-' � _! LINS—G^ �� 10C� cJ � + r \ � \ � � . G ' o • •o o • � O �` ' D. ��' � . E? �L El I Q a g Dec Ie r - �1' p _ SEQT�1 C T,�1JK - TO BE �.EV� Aua �TAaL_E �i 3 Y k Q,:xt- 6 .� 4 Z i �,-___ ZI`-" �- . A2�f N r� `� EDGE OF SALT MARSH k. L� .-.. _ 't r• 4 Q r- : 1 ( Ttry�� M J`T o,`C7. c. .cru — --- Kr" c� S't a -- �- r J ,�;� G� / / SYS rE M PCO Ft�.E. 1 / / \ UO(' TO SCALE D_ E. M. LINE � � 1 � �`_ / 'r EDGE OF SALT MARSH o 1 2 DESIGN CRITERIA - TEST HOLE DATE - Lot 88 GENERAL NOTES Number -of Bedrooms 3 Dater February 6, 1980 1. 1- • Gal reinforced concrete septic tank E:nd concrete Gallons/Day/Bedroom = 110 Test by Robert Eldridge Engineering Co. distribution box by , or equal. Total Daily Design Flow 330 gallons with Leo Decoteau Health Agent = g present. _. No Garbage IGrinders to be Installed 2 - Board of Health must bC not.ified when system 9 \ Percolation Rate less than 2 min /inch /inch 0'-0 0'-6" Loam {is nearly complete and prior to backfillin. ?� SRF Required Leaching Area = 1 SF/Gal = 330 SF 01-6" _ 1'-3" Subsoil €• �; N G G�, Leaching Area' Provided = 12' x 30 = 360 S',F = 3�pr_pp l-3" - 10'-0" Medium to Coarse Sand 3. Elevations based on ,� <,� Dictum Plane. 02 t No water encountered. t \A0 4. Unless otherwise noted all system components shall be E CRE p►.�w� :installed in accordance with Section 5 of the State r LEGEND Sanitary Code dated May 20, 1977 and an local rules NOTE: AT THE COMPLETION -OF THE SEPTIC Y applicable. r S ---10 Existing contour SYSTEM CONSTRUCTION THE BOARD OF HEALTH IS TO BE PROVIDED A -CERTIFICATE FROM A 5• An REGISTERED PROFESSIONAL E_ y deleterious material must be excavated and removed NGINEER THAT to 3" below the surface of the natural permeable soil. Proposed Contour THE SEPTIC SYSTEM HAS BEEN INSTALLED IN backfill as required 2 x 9 Existing Spot Grade �'? COMPLIANCE ITH THIS PLAN, q ired with a gravel or sand fill material, J{ aving a percolation rate in its original location of 2' in. per inch or better, and free frcm fines, clay, 9 x 5 Proposed Spot Grade Organic material, and large boulders. 6 Test Hole Location . D.E.M. line is the limit of restriction established C. I. Cast Iron' by the Department of Environmental P4anagement adjacent i Lo the salt marsh. Applicant: Sreative P_ousin �r P.V.C. Polyvinyl Chloride g Co., Inc. Approved: j 386 Denot Road o xborough, MA 02159 i a r ! r��! iI - VX _— c Yar u Board of Hea A enter , "I , pp c S ?ROPOSEb SEPTI SYSTEM PLAN HAR60RSIDE � - 4 % 71. !' Q`E'vr se... �--4 p.35 E. FU U'T At:.• -T �. r.,v ��sve..'�,..e.;.r .. {'. ✓_ /, . -,+`"�` oti k.. S�.IK= 'T,c.. 'To.....rtc A S t•-\ cad,. ry � S f a,,�. • r 3 L 8 � VEST.YA RM U T MASS. S•� 12, NOTE: REFER TO THE SUPERCEDING ORDER OF CONDITIONS, ,1981,DATED JUNE 25 1 f A, j rt., , 3/�,r,/..1 c__� _✓°��t .,It `t3��, r �_t,_._.�,_,,.>.,;,;,-.�.a {a .,DATEBYTHE'MASSACHLSETTS DEPARTMENTOF ENVIRONMENTALQUALITY. ENGINEER- �Q.3 �) SCALE SHEETING FOR WETLANE?S PERMIT CONDITIONS GOVERNING CONSTRUCTION ON THIS �•rI -_7 �.------'-----INC.' - _- BRADFORD SA 1 VETZ ASSOCIATES. �130 FEB 26,1981 I CFILOT. REV I,DAT REVI ION BADE CHKD APPD ( ENGINEERS AND ARCHITECTS ` c ✓r�;,,r''.. ( DRAWN BY r _ CHKD @ APPP BY PLAN Ni N0, , BY BY BY t T _,. I _ _ ,� BRAINTREE. MASS 02184 617, 848-0020 :✓. _ i l i , • +� X-41 H S'� t j 1 , I ir I 14•, 0 - _ _ j s t 4' ~ e Y l T t i t (QUID BEVEL i _ \ i R 1 I O /'y eT .: � --- c .r. SANcTAey I VoV Pa - -- - - - - — z 1 /o J`, p P�� v- R A 1 C:> - _ -5 EP TA.t�t(L :� Uu T �. _ DlSTfZf8�JT I ON t3o�C. ' TO S�-I N T- 7- 5 t O b E 14 F O C)° o �` Z Ae 10 { t J � , � �N/ E' 1--t 2�.D a F (P1Z/1D.� F I JJ l S H K.v.D E � � � _ 1t i wE'rz. TAN �c,c I l • cJ-- Ot/E2 g�fl = 1 \ Z _ I 14 TOP 09=1=ouNo. --- to ♦ _<t wL `- � � / i �',! p- '. ,� � T ,/. S _ �r be - -t r- �`',+� ��-•/ G�—"'_-`r_ ' D V' � ( ' �� i I \ ,, :.. O O b C'� 0'•0 ' 4 1C � a' 0 - , p 0 O O i _] .. ... _ �- , o b Ion -30 - - \ + 12 ,: � c,! F ,. ! -T-' � _! LINS—G^ �� 10C� cJ � + r \ � \ � � . G ' o • •o o • � O �` ' D. ��' � . E? �L El I Q a g Dec Ie r - �1' p _ SEQT�1 C T,�1JK - TO BE �.EV� Aua �TAaL_E �i 3 Y k Q,:xt- 6 .� 4 Z i �,-___ ZI`-" �- . A2�f N r� `� EDGE OF SALT MARSH k. L� .-.. _ 't r• 4 Q r- : 1 ( Ttry�� M J`T o,`C7. c. .cru — --- Kr" c� S't a -- �- r J ,�;� G� / / SYS rE M PCO Ft�.E. 1 / / \ UO(' TO SCALE D_ E. M. LINE � � 1 � �`_ / 'r EDGE OF SALT MARSH o 1 2 DESIGN CRITERIA - TEST HOLE DATE - Lot 88 GENERAL NOTES Number -of Bedrooms 3 Dater February 6, 1980 1. 1- • Gal reinforced concrete septic tank E:nd concrete Gallons/Day/Bedroom = 110 Test by Robert Eldridge Engineering Co. distribution box by , or equal. Total Daily Design Flow 330 gallons with Leo Decoteau Health Agent = g present. _. No Garbage IGrinders to be Installed 2 - Board of Health must bC not.ified when system 9 \ Percolation Rate less than 2 min /inch /inch 0'-0 0'-6" Loam {is nearly complete and prior to backfillin. ?� SRF Required Leaching Area = 1 SF/Gal = 330 SF 01-6" _ 1'-3" Subsoil €• �; N G G�, Leaching Area' Provided = 12' x 30 = 360 S',F = 3�pr_pp l-3" - 10'-0" Medium to Coarse Sand 3. Elevations based on ,� <,� Dictum Plane. 02 t No water encountered. t \A0 4. Unless otherwise noted all system components shall be E CRE p►.�w� :installed in accordance with Section 5 of the State r LEGEND Sanitary Code dated May 20, 1977 and an local rules NOTE: AT THE COMPLETION -OF THE SEPTIC Y applicable. r S ---10 Existing contour SYSTEM CONSTRUCTION THE BOARD OF HEALTH IS TO BE PROVIDED A -CERTIFICATE FROM A 5• An REGISTERED PROFESSIONAL E_ y deleterious material must be excavated and removed NGINEER THAT to 3" below the surface of the natural permeable soil. Proposed Contour THE SEPTIC SYSTEM HAS BEEN INSTALLED IN backfill as required 2 x 9 Existing Spot Grade �'? COMPLIANCE ITH THIS PLAN, q ired with a gravel or sand fill material, J{ aving a percolation rate in its original location of 2' in. per inch or better, and free frcm fines, clay, 9 x 5 Proposed Spot Grade Organic material, and large boulders. 6 Test Hole Location . D.E.M. line is the limit of restriction established C. I. Cast Iron' by the Department of Environmental P4anagement adjacent i Lo the salt marsh. Applicant: Sreative P_ousin �r P.V.C. Polyvinyl Chloride g Co., Inc. Approved: j 386 Denot Road o xborough, MA 02159 i a r ! r��! iI - VX _— c Yar u Board of Hea A enter , "I , pp c S ?ROPOSEb SEPTI SYSTEM PLAN HAR60RSIDE � - 4 % 71. !' Q`E'vr se... �--4 p.35 E. FU U'T At:.• -T �. r.,v ��sve..'�,..e.;.r .. {'. ✓_ /, . -,+`"�` oti k.. S�.IK= 'T,c.. 'To.....rtc A S t•-\ cad,. ry � S f a,,�. • r 3 L 8 � VEST.YA RM U T MASS. S•� 12, NOTE: REFER TO THE SUPERCEDING ORDER OF CONDITIONS, ,1981,DATED JUNE 25 1 f A, j rt., , 3/�,r,/..1 c__� _✓°��t .,It `t3��, r �_t,_._.�,_,,.>.,;,;,-.�.a {a .,DATEBYTHE'MASSACHLSETTS DEPARTMENTOF ENVIRONMENTALQUALITY. ENGINEER- �Q.3 �) SCALE SHEETING FOR WETLANE?S PERMIT CONDITIONS GOVERNING CONSTRUCTION ON THIS �•rI -_7 �.------'-----INC.' - _- BRADFORD SA 1 VETZ ASSOCIATES. �130 FEB 26,1981 I CFILOT. REV I,DAT REVI ION BADE CHKD APPD ( ENGINEERS AND ARCHITECTS ` c ✓r�;,,r''.. ( DRAWN BY r _ CHKD @ APPP BY PLAN Ni N0, , BY BY BY t T _,. I _ _ ,� BRAINTREE. MASS 02184 617, 848-0020 :✓. _ i l i , • +� X-41 H S'� t j 1 ,