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HomeMy WebLinkAbout39 Vinebrook Road - Sewage Disposal System;x? -- — _ --- WATER AT EL= BOX �000 GAL o a. p LOCATION MAP SEPTIC PRECAST LEACHING o a BASIN/ GALLEY OR I L= �I 1 TANK EQUAL LEGEND' 12' Uq EXISTING SPOT ELEVATION OOXO EXISTING CONTOUR - --00- - - - - - - FINAL SPOT ELEVATION O.0 PROFILE OF _ _ _ _ FINAL CONTOUR 00 BOTTOM OF TEST HOLE "EEL - t%7 j SOIL TEST LOCATION SEWAGE DISPOSAL SYSTEM ADJUSTED GROUND WATER TABLE { / / ) EL = TELEPHONE POLE O NOT TO SCALE HYDRANT loo.00 ; TOWN WAFER W. _= W =_ CATCH BASIN (Iffi1 L' FRAME & COVER SHALL BE SET WITH MASONRY UNITS CLEAN SAND7 WHICH ARE TO BE MORTARED \ - - -- IN PLACE � \ I GENERAL NOTES: 4-1 ,0 21 \ 2" to LAYER OF I. ALL WORKMANSHIP AND MATERIALS SHALL CONFO ND THE ���...�—ovoo;_oo..< - ° d�o:e% ,I STONE/2 WASHED TOWN ROF YA-M TO 2_MbUI TRUCES ITLE 5&AREGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE 4: I, 4 0 = 2.ALL COVERS TO SANITARY UNITS SHALL BE 1 c �f BROUGHT TO WITHIN 12° OF FINISHED GRADE: ° 3/4°- 1 1/2° 3.EXISTING AND FINAL GRADES SHALL REMAIN >_�; WASHED STONE ESSENTIALLY THE SAM L O ww 4. NO DETERMINATION HAS SAME MADE BY THIS - [.:...._ - L= ��_� - - --- - !� -- \ 'x• _T„ - _ - - -I Imo D OFFICE AS TO COMPLIANCE WITH TOWN - -- _-._.--- _ PRPr44T I FAr,HING REGULATIONS. OWNER/ APPLICANT IS / – 2 ZONING J :, J'LLicY .OR Nl GiAiSri .:n _.L.Nv"; 2•� I ,, z.-1'. ,�.,., / �. .....: .. -.:,.: _, 0. L... �.y „. _ : _. ..:__ _ t i .v P. �I luiv J,.(Uivt F aUA'L APFIRORRIATE AUTHORITY PLA VIEW 5.THIS PLAN IS VALID IF IT IS STAMPED MPED AND SIGNED IN RED. THIS OFFICE ASSUMES NO FRA:: _ & COVERS SHALL I - - RESPONSIBILITY FOR INFORMATION CONTAINED BE WITH 'MASONRY UNITS r7 �'r• _ ON COPIES WHICH DO NOT HAVE ORIGINAL WHIT ARE TO BE MORTARED -- -- STAMPS AND SIGNATURES IN E 6. ALL COMPONENTS OF THE SANITARY SYSTEM �.._ SHALL BE CAPABLE OF WITHSTANDING H-10 �n" o LEACHING FACILI I LOADING UNLESS THEY ARE UNDER OR WITF?IN 4) 3 MIN. OUTLET �/ 'G / 6. 2v Z•. �j r 1. 16"MIN. ° NOT TO SCALE 10 FT. OF DRIVES OR PARKING AREAS. H-20 Z. w P^..., 11 T7% \ -,., LINE - ._� LOADING SHALL BE USED UNDER OR WITHIN 2 MIN. —�— '- 10 FT. OF DRIVES OR PARKING AREAS c- 4, 0: / / / ;' (1 ' l L c 10'MIN. n: ` TLE COVER 9 / (' r OUTLET PIPE _ 7. SETBACK REQUIREMENTS (MINIMUM) J11 \ '\ r r1J 1 d AS REQUIRED FRONT ';c SIDE –'a REAR 'o r. / IG • _.r. APPROVED: OVED: BOARD OF HEALTH LIQUID FT IN. o INLET , LINE 1 1 -FT FLOW 1 / i y DEPTH 1 1 C —. / l – ®� DATE AGENT `'/ , •h / n 1 _ _ I 2 - I PROJECT LOCATION: • I .�i'SI' l�'i :-.r 'LC �i�.�r_? L%LU < 1/I ``i l_i..- ",: _. D Y�(ZMOJ}} t N1/ ._ L �- �<... o a.. INLET TEE PROVIDED — PER SECTION 1510.2 APPLICANT: F° � • TITLE 5 o v CROSS SE :.-ION VIEW OUTLET TEE .y N0. OF OUTLETS; —= — �.::.. Y-_. LIQUID DEPTH TEE DEPTH SEPTIC, Ti NK DETAIL BELOW FLOW LINE NCT TC :,GALE 4 FT 14 INCHES DIST. BOX DETAIL 5 FT 19 INCHES NOT TO SCALE / 6 FT. 24 INCHES I U rl I I .DuV� )5 LoT Iq 7 FT 29 INCHES 8 ;�•> �y:_ -z� � . , �; - ; 8 FT. 34 INCHES ' LOc • i,_ -, s'- , 4vi F <'ili of Au– DESIGN Ct _CULATIONS Engineers - Land SUrveyOrs - SanitcrlOns m 35 ROUTE 134 - UIV/T 3 - P O. BOX x'37 NUMBER OF BEDROOM✓,S 41- SOUTH DENNIS, MA. k+r. \ GARBAGE DISPSAr u` - !c _ V TOTAL ESTIMA�TEG Fi_ RMSIONs _BR.) +-:, _GAL./DAY # LrJ� T7 'TJP4c�':"F,�•r• � r.:oT ,/S 1"�C?U2. { GAL/B i DG REQUIRED SEPTIC TANF: 4PACITY.. .......... t,�2 _GAL. ' \ ACTUAL SIZE OF SE --T !,'vK- I c.0,: GAL. LEACHING AREA R..C...: I�Ts ..,;. ,.,.•_ z r r SOIL TEST " TOP OF 'FOUND:. 'O FT EL = 10 I I 10 FT... MIN. OBSERVATION HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE 3 " DATE OF TEST -T:21-qz DATE OF, -TEST Zr-`1z DATE OF TEST CONCRETE--, COVERS 4' SCH 40 PVC I ' WITNESSED BY D.NI WITNESSED BY D WITNESSED BY / ) PIPE -MIN. PITCH CLEAN BAND 4. PERC."RATE `Z MIN./INCH PERC. RATE MIN./INCH PERC. RATE MIN./INCH1/8" 6r• PER FT. CONCRETE ELEV.= 99 .z ELEV= q`�.G 'ECFV.= ;Q 4° CAST IRON (OR EQUAL) PIPE -MIN. 12 MAX _ COVERS � PITCH I/4PER FT ` • f - TOP t SUBSOIL \ - TOP e sues 7r 1. ., d. o. o.. :,. 2% MIN. I14 --L— FLOW LINE—LEVEL a. m.. / p' EL= 92,0 0 10' =N_ MIN. — Z - EL- S. C �. r�ry-`EL= i a 0 DIST. EL=IZ , o d 3z �w=Be.Z s. CL_L17, ;x? -- — _ --- WATER AT EL= BOX �000 GAL o a. p LOCATION MAP SEPTIC PRECAST LEACHING o a BASIN/ GALLEY OR I L= �I 1 TANK EQUAL LEGEND' 12' Uq EXISTING SPOT ELEVATION OOXO EXISTING CONTOUR - --00- - - - - - - FINAL SPOT ELEVATION O.0 PROFILE OF _ _ _ _ FINAL CONTOUR 00 BOTTOM OF TEST HOLE "EEL - t%7 j SOIL TEST LOCATION SEWAGE DISPOSAL SYSTEM ADJUSTED GROUND WATER TABLE { / / ) EL = TELEPHONE POLE O NOT TO SCALE HYDRANT loo.00 ; TOWN WAFER W. _= W =_ CATCH BASIN (Iffi1 L' FRAME & COVER SHALL BE SET WITH MASONRY UNITS CLEAN SAND7 WHICH ARE TO BE MORTARED \ - - -- IN PLACE � \ I GENERAL NOTES: 4-1 ,0 21 \ 2" to LAYER OF I. ALL WORKMANSHIP AND MATERIALS SHALL CONFO ND THE ���...�—ovoo;_oo..< - ° d�o:e% ,I STONE/2 WASHED TOWN ROF YA-M TO 2_MbUI TRUCES ITLE 5&AREGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE 4: I, 4 0 = 2.ALL COVERS TO SANITARY UNITS SHALL BE 1 c �f BROUGHT TO WITHIN 12° OF FINISHED GRADE: ° 3/4°- 1 1/2° 3.EXISTING AND FINAL GRADES SHALL REMAIN >_�; WASHED STONE ESSENTIALLY THE SAM L O ww 4. NO DETERMINATION HAS SAME MADE BY THIS - [.:...._ - L= ��_� - - --- - !� -- \ 'x• _T„ - _ - - -I Imo D OFFICE AS TO COMPLIANCE WITH TOWN - -- _-._.--- _ PRPr44T I FAr,HING REGULATIONS. OWNER/ APPLICANT IS / – 2 ZONING J :, J'LLicY .OR Nl GiAiSri .:n _.L.Nv"; 2•� I ,, z.-1'. ,�.,., / �. .....: .. -.:,.: _, 0. L... �.y „. _ : _. ..:__ _ t i .v P. �I luiv J,.(Uivt F aUA'L APFIRORRIATE AUTHORITY PLA VIEW 5.THIS PLAN IS VALID IF IT IS STAMPED MPED AND SIGNED IN RED. THIS OFFICE ASSUMES NO FRA:: _ & COVERS SHALL I - - RESPONSIBILITY FOR INFORMATION CONTAINED BE WITH 'MASONRY UNITS r7 �'r• _ ON COPIES WHICH DO NOT HAVE ORIGINAL WHIT ARE TO BE MORTARED -- -- STAMPS AND SIGNATURES IN E 6. ALL COMPONENTS OF THE SANITARY SYSTEM �.._ SHALL BE CAPABLE OF WITHSTANDING H-10 �n" o LEACHING FACILI I LOADING UNLESS THEY ARE UNDER OR WITF?IN 4) 3 MIN. OUTLET �/ 'G / 6. 2v Z•. �j r 1. 16"MIN. ° NOT TO SCALE 10 FT. OF DRIVES OR PARKING AREAS. H-20 Z. w P^..., 11 T7% \ -,., LINE - ._� LOADING SHALL BE USED UNDER OR WITHIN 2 MIN. —�— '- 10 FT. OF DRIVES OR PARKING AREAS c- 4, 0: / / / ;' (1 ' l L c 10'MIN. n: ` TLE COVER 9 / (' r OUTLET PIPE _ 7. SETBACK REQUIREMENTS (MINIMUM) J11 \ '\ r r1J 1 d AS REQUIRED FRONT ';c SIDE –'a REAR 'o r. / IG • _.r. APPROVED: OVED: BOARD OF HEALTH LIQUID FT IN. o INLET , LINE 1 1 -FT FLOW 1 / i y DEPTH 1 1 C —. / l – ®� DATE AGENT `'/ , •h / n 1 _ _ I 2 - I PROJECT LOCATION: • I .�i'SI' l�'i :-.r 'LC �i�.�r_? L%LU < 1/I ``i l_i..- ",: _. D Y�(ZMOJ}} t N1/ ._ L �- �<... o a.. INLET TEE PROVIDED — PER SECTION 1510.2 APPLICANT: F° � • TITLE 5 o v CROSS SE :.-ION VIEW OUTLET TEE .y N0. OF OUTLETS; —= — �.::.. Y-_. LIQUID DEPTH TEE DEPTH SEPTIC, Ti NK DETAIL BELOW FLOW LINE NCT TC :,GALE 4 FT 14 INCHES DIST. BOX DETAIL 5 FT 19 INCHES NOT TO SCALE / 6 FT. 24 INCHES I U rl I I .DuV� )5 LoT Iq 7 FT 29 INCHES 8 ;�•> �y:_ -z� � . , �; - ; 8 FT. 34 INCHES ' LOc • i,_ -, s'- , 4vi F <'ili of Au– DESIGN Ct _CULATIONS Engineers - Land SUrveyOrs - SanitcrlOns m 35 ROUTE 134 - UIV/T 3 - P O. BOX x'37 NUMBER OF BEDROOM✓,S 41- SOUTH DENNIS, MA. k+r. \ GARBAGE DISPSAr u` - !c _ V TOTAL ESTIMA�TEG Fi_ RMSIONs _BR.) +-:, _GAL./DAY # LrJ� T7 'TJP4c�':"F,�•r• � r.:oT ,/S 1"�C?U2. { GAL/B i DG REQUIRED SEPTIC TANF: 4PACITY.. .......... t,�2 _GAL. ' \ ACTUAL SIZE OF SE --T !,'vK- I c.0,: GAL. LEACHING AREA R..C...: I�Ts ..,;. ,.,.•_